МНОГОСЛОЙНАЯ МЕМБРАНА ДЛЯ СТРОИТЕЛЬНЫХ РАБОТ

Изобретение относится к многослойной мембране (100) для строительных работ. Многослойная мембрана (100) для строительных работ выполнена с возможностью установки между стенкой (8а) опорного гнезда (8), образованного в грунте (9), и бетонным сооружением (5), и содержит первый слой (1) из термопластичного полимерного материала, непроницаемый или по существу непроницаемый для воды, и второй слой (2) из термопластичного полимерного материала, непроницаемый или по существу непроницаемый для газообразного метана и/или газообразного радона и/или летучих органических соединений (ЛОС), прикреплен к первому слою (1) и выполнен с возможностью размещения между указанным первым слоем (1) и бетонным сооружением (5) при установке мембраны (100). Изобретение обеспечивает мембрану для строительных работ, которая может быть размещена между грунтом и бетонной конструкцией для защиты бетона от воды и газов, возможно имеющихся в грунте, и которая может быть по меньшей мере большей частью легко подвергнута рециклингу ...

УПЛОТНЯЮЩИЙ МАТ И СПОСОБ ПОЛУЧЕНИЯ УПЛОТНЯЮЩЕГО МАТА

Уплотняющий мат содержит основу, расположенный на ней пенопластовый материал с открытыми ячейками, заполненными разбухающей глиной, и покровное полотно. Покровное полотно соединено с основой посредством швов. Указанная основа и пенопластовый материал с открытыми ячейками выполнены в виде единого полотна толщиной от 3 до 10 мм, которое имеет закрытую оболочку с одной стороны и открытые ячейки с другой. Длина, ширина и глубина ячеек составляет от 1 мм до величины, меньшей 10 мм. Охарактеризован способ получения уплотняющего мата. Технический результат: замедление высыхания слоя глины и предупреждение образования трещин от усадки или усыхания в этом слое. 2 н. и 6 з.п. ф-лы, 3 ил.

ТЕПЛОИЗОЛИРОВАННЫЙ ФУНДАМЕНТ

Теплоизолированный фундамент представляет собой мелко заглубленную под возводимое строение плиту из экструдированного пенополистирола толщиной согласно формуле δ≥λ(R-1,05), где δ - толщина экструдированного пенополистирола, м; λ - коэффициент теплопроводности экструдированного пенополистирола, Вт/(м·°С); R - приведенное сопротивление теплопередаче, м2·°С/Вт. Это обеспечивает выполнение несущей, тепло- и гидроизолирующей функций при одновременном упрощении конструкции. 1 нз.п. ф-лы, 1 фиг., 1 табл.

УСТАНОВКА ДЛЯ СОЗДАНИЯ ПРОТИВОФИЛЬТРАЦИОННОЙ ДИАФРАГМЫ В ГРУНТОВЫХ ПЛОТИНАХ

... 1. Установка для создания противофильтрационной диафрагмы в грунтовых плотинах, содержащая узел для приготовления бентонитового раствора, узел приготовления композитного материала, содержащий дозаторы цемента, песка, щебня, воды и бентонитового раствора, вход которого технологически связан с выходом узла для приготовления бентонитового раствора, смеситель, вход которой технологически связан с выходами дозаторов цемента, песка, щебня, воды и бентонитового раствора, автобетоносмеситель, технологически связанный с выходом узла приготовления композитного материала, скважину с приемной воронкой, технологически связанную с выходом автобетоносмесителя, отличающаяся тем, что в нее дополнительно введены дозатор полипропиленовой фибры, дозатор пластификатора, дозатор NaCl, технологически связанные с входом смесителя, микроЭВМ, оперативно-запоминающее устройство, постоянное запоминающее устройство, блок клавиатуры, блок индикации, таймер, выход которого соединен с входом смесителя, первый порт ввода ...

ПОЛОГ ДЛЯ ГИДРОИЗОЛЯЦИИ ЗЕМЛЯНЫХ АМБАРОВ, ПОСТРОЕННЫХ В КАМЕНИСТОМ ГРУНТЕ

Предложение относится к бурению нефтяных и газовых скважин, а именно для гидроизоляции земляных амбаров при строительстве и ремонте скважин для хранения технологических отходов - буровых растворов, шламов и т.п. с целью защиты от загрязнения поверхностных и подземных, в том числе питьевых вод, а также плодородного слоя земли. Полог включает полотно, составленное из отдельных и соединенных между собой полос, представляющее эластичную полимерную ткань, по размеру превышающее размеры земляного амбара, края которого двухслойно загнуты по его периметру, при этом в качестве полос для полотна использована ламинированная или кашированная или полипропиленовая ткань, а соединение полос полотна образовано путем наложения края одной полосы на другую и проклеена вдоль липкой лентой типа «скотч», причем с целью обеспечения самораспрямляемости полога его часть, приходящаяся на бровку амбара, выполнена в виде гофры и зафиксирована от самопроизвольного распускания липкой лентой или точечной засыпкой грунта ...

ГИДРОИЗОЛЯЦИОННОЕ ПОЛОТНО

Полезная модель относится к изоляционным материалам, а конкретно к гидроизоляционному полотну, представляющему собой лист, изготовленный из эластичного, полимерного термопластичного материала или из композиции материалов, используемому в процессе выполнения, например, земляных гидроизоляционных работ. Гидроизоляционное полотно изготавливается из эластичного, полимерного материала или из композиции материалов, при этом по всей площади полотна, с одной его стороны, выполняются гофры, регулярно расположенные по поверхности полотна, каждый из которых представляет собой локальную выпуклость - шип. Упомянутые выпуклости-шипы выполняются или монолитными, или полыми, с высотой «В», находящейся в диапазоне от 0,3 до 30 мм;. Упомянутые выпуклости-шипы в плоскости сечения, перпендикулярной поверхности полотна, выполнены в форме или трапеции, или прямоугольника, или кривой, описываемой уравнением второго порядка, а в плоскости сечения, параллельной поверхности полотна, выполнены в форме или ромба, ...

Устройство пристенного дренажа

СПОСОБ ОГРАЖДЕНИЯ ХРАНИЛИЩА ОТХОДОВ С ПОМОЩЬЮ ГИДРОИЗОЛИРУЮЩЕГО ПОДЗЕМНОГО УСТРОЙСТВА, ОХВАТЫВАЮЩЕГО ХРАНИЛИЩЕ СНИЗУ И ОКРУЖАЮЩЕГО ЕГО СО ВСЕХ СТОРОН, И УСТАНОВКА ДЛЯ ЕГО ОСУЩЕСТВЛЕНИЯ

Изобретение относится к области ограждения хранилищ отходов, сооружаемых под земной поверхностью, и защиты сооружений от грунтовых вод. Способ ограждения с помощью гидроизолирующего подземного устройства, охватывающего хранилище снизу и окружающего его со всех сторон, включает проходку под ним и вдоль него продольной оси гидроизоляционного главного штрека и примыкающих к нему щелевых пространств, направленных к земной поверхности и заполненных забутовочным материалом. Способ отличается тем, что одни концы щелевых пространств соединяют с главным штреком, а другие выводят на земную поверхность. Проходку щелевых пространств осуществляют очистным забоем с помощью машин для очистной выемки, транспортирующего устройства и крепи. Полученную при проходке породу через устья забоя направляют в главный штрек и выносят на поверхность. Установка содержит врубовую машину с режущими барабанами, установленную с возможностью перемещения на цепном скребковом транспортере, и секции шагающей крепи с гидростойками ...

КОНСТРУКЦИЯ МАТА ИЗ ГИДРОИЗОЛЯЦИОННОГО МАТЕРИАЛА

Конструкция мата из гидроизоляционного материала, содержащая несущий слой из тканого материала и пучков волокон с покровного слоя, прошедших через ткань, покровной слой из нетканого материала и средний слой из гранулированной бентонитовой глины, скрепленные иглопрокалыванием, отличающаяся тем, что нетканый материал покровного слоя выполнен из синтетических волокон линейной плотностью 0,33-0,84 текс с поверхностной плотностью 240±20 г/м2, пропитанных водомаслоотталкивающими материалами, а несущий слой после механического скрепления иглопрокалыванием выполнен с использованием обработки растворами или расплавами полимеров, клеев или смол.

ФУНДАМЕНТНЫЙ БЛОК

Изобретение относится к строительству. Сущность изобретения: фундаментный блок включает панель с верхними и нижними горизонтальными полками и с объединяющими их ребрами жесткости. Высота горизонтальных полок превышает высоту ребер жесткости. К внутренней стороне панели в полости, образованной полками и ребрами жесткости прикреплена тепловая изоляция. К торцам ребер жесткости и свободным внутренним сторонам горизонтальных полос прикреплена дополнительная тепловая изоляция. 4 з.п. ф-лы, 20 ил.

КОМПЛЕКС СООРУЖЕНИЙ, СОЗДАВАЕМЫЙ В НЕСКОЛЬКО ОЧЕРЕДЕЙ СТРОИТЕЛЬСТВА В ОБЛАСТИ ГРУНТОВЫХ ВОД ГОРНОГО МАССИВА ПОД ЗАХОРОНЕНИЕМ ОТХОДОВ, И СПОСОБ ИЗГОТОВЛЕНИЯ КОМПЛЕКСА СООРУЖЕНИЙ

Изобретение относится к области защиты подземных сооружений от воздействия грунтовых вод. Комплекс сооружений включает расположенные под хранилищем сервисный штрек, щелевые пространства и гидроизолирующие слои. Он имеет ряд дренажных скважин с введенными в них дренажными трубами. Скважины сообщены с земной поверхностью, расположены под острым углом к вертикальной оси штрека и соединены с последним. Гидроизолирующий слой размещен вокру дренажных труб. Щелевые пространства выполнены под уплотнительным слоем. Способ изготовления комплекса включает три очереди строительства. В первую очередь сооружают сервисный штрек и дренажные скважины. Во вторую очередь в горную породу, окружающую обсадные трубы в скважинах, через их дренажные отверстия впрессовывают материал уплотнения. В третью очередь вырабатывают щелевые пространства и вводят в них уплотнительную закладку. Породу от проходки последних через сервисный штрек выносят на поверхность. 2 с. и 6 з.п. ф-лы, 10 ил.

Способ ремонта крепи горной выработки и система для ремонта крепи горной выработки

Группа изобретений относится к проведению ремонтно-восстановительных работ на участках крепи горной выработки и может быть применена в строительной отрасли. Способ ремонта крепи горной выработки отличается тем, что идентифицируют зону выделения пара из горной породы, после чего на участке крепи горной выработки, где была идентифицирована зона выделения пара из горной породы, создают затворную конструкцию, состоящую из рам, затяжки и изолирующего материала у кровли горной выработки. Готовят изолирующий материал. Заполняют зазор между рамой крепи и кровлей горной выработки полученным изолирующим материалом, после чего внутреннее пространство затворной конструкции соединяют с элементом пароконденсации. Технический результат состоит в обеспечении снижения риска обрушения кровли горной выработки. 2 н. и 6 з.п. ф-лы, 4 ил.

СПОСОБ ПРЕДОТВРАЩЕНИЯ НАЛЕДЕОБРАЗОВАНИЯ НА СКЛОНАХ В МАЛОСНЕЖНЫХ РАЙОНАХ РАСПРОСТРАНЕНИЯ ВЕЧНОЙ МЕРЗЛОТЫ

Изобретение предназначено для использования в транспортном строительстве при защите автомобильных и железных дорог от вредного воздействия наледи. При осуществлении способа трубчатые фильтры, расположенные под углом к склону и соединенные на поверхности трубой в единую магистраль, закрыты слоем утеплителя и собирают наледные воды за счет криогенных напоров, возникающих при промерзании грунтов наледной поляны, а также за счет невозможности свободного движения подземных вод вниз по склону, чему препятствует непроницаемая завеса из глинистого материала в траншее за фильтрами и глинистая отмостка на поверхности. Изобретение позволяет повысить эффективность и надежность предотвращения наледеобразования при низкой стоимости реализации способа. 2 ил.

СИСТЕМА ГИДРОЗАЩИТЫ ПОДЗЕМНОЙ ЧАСТИ СООРУЖЕНИЯ

Изобретение относится к области строительства, а именно к системе гидрозащиты подземной части сооружения. Система гидрозащиты подземной части сооружения содержит многослойную структуру, расположенную снаружи подземной части сооружения, включающей в себя фундаментную плиту и подземную часть стен, с внешним слоем гидроизоляции, образующим сплошной замкнутый контур гидроизоляции вдоль всей подземной части сооружения, и с дренажным слоем, расположенным между подземной частью сооружения и слоем гидроизоляции. Содержит по меньшей мере один дренажный лоток, выполненный с возможностью сбора и отвода воды и полностью расположенный под фундаментной плитой и дренажным слоем и ограниченный снизу указанным слоем гидроизоляции, причем дренажный слой выполнен с возможностью отвода воды в указанный по меньшей мере один дренажный лоток на всем протяжении указанного по меньшей мере одного дренажного лотка. Технический результат состоит в обеспечении увеличения эффективности дренажа, упрощении конструкции ...

СТАБИЛИЗАЦИЯ И ГИДРОИЗОЛЯЦИЯ ОСНОВАНИЯ СТЕНЫ

Способ стабилизации и гидроизоляции основания стены с существующим фундаментом или без него, отличающийся тем, что основание стены укрепляют с двух боковых сторон железобетонными элементами (7), соединенными наверху в единое целое посредством стальных связей (8), проходящих через стену по ее толщине, затем под основание (10) стены вводят с одной или двух ее сторон способный к набуханию минеральный строительный материал, тем самым стабилизируя стену, и под основание стены дополнительно вводят высоковязкий силиконовый проникающий материал (11), который заполняет все трещины, полости и поры в стене (2) и впоследствии защищает основание (10) стены, препятствуя абсорбции влаги из грунта (5) и гравия (6).

СПОСОБ ГИДРАВЛИЧЕСКОГО ИНЪЕКТИРОВАНИЯ ГИДРОИЗОЛЯЦИОННОГО СОСТАВА ПРИ ПРОВЕДЕНИИ РАБОТ ПО ВНУТРИГРУНТОВОЙ ЗАЩИТЕ СТРОИТЕЛЬНЫХ ОБЪЕКТОВ (ВАРИАНТЫ)

СПОСОБ АЭРОДИНАМИЧЕСКОГО ИНЪЕКТИРОВАНИЯ ГИДРОИЗОЛЯЦИОННОГО СОСТАВА ПРИ ПРОВЕДЕНИИ РАБОТ ПО ВНУТРИГРУНТОВОЙ ЗАЩИТЕ СТРОИТЕЛЬНЫХ ОБЪЕКТОВ

СПОСОБ СОЗДАНИЯ ПРОТИВОФИЛЬТРАЦИОННОЙ ДИАФРАГМЫ В ГРУНТЕ

Способ создания противофильтрационной диафрагмы-стены в грунте, включающий проходку полости, например в виде траншеи, приготовление состава из вяжущего, инертных, воды, пластифицирующих и противофильтрационных компонентов, и заполнение приготовленным составом полости, отличающийся тем, что после приготовления состава для заполнения полости в него дополнительно вводят объемную армирующую компоненту (например, фибру) в количестве, необходимом для обеспечения надежности диафрагмы в период ее эксплуатации при восприятии действующих нагрузок.

ПPИCTEHHЫЙ ДPEHAЖ

Способ предотвращения эрозии угидРОТЕХНичЕСКиХ СООРужЕНий

Способ прокладки трубопроводов в грунте

Изобретение относится к строительству и может быть использовано при сооружении подземных коммуникаций с целью уменьшения ширины земляной полосы, отводимой для производства работ в стесненых условиях улиц и уменьшения повреждаемости их благоустройства. Способ осуществляют следующим образом. Разрабатывают траншею 1 и возводят лоток 2 канала и стены 3 до верха траншеи. После возведения стен 3 их раскрепляют внутренними распорными элементами 4, посел чего до монтажа трубопроводов осуществляют обратную засыпку 6 с образованием по крайней мере, с одной стороны канала проезда и сборочных площадок. В случае укладки трубопроводов секциями, длина которых превышает расстояние между внутренними распорными элементами 4, их удаляют на участке длиной, равной длине секции, стены 3 на этом участке заанкеривают к грунту засыпки дополнительными распорками, а после окончания монтажа дополнительные распорки удаляют и устанавливают внутреннее распорные элементы 4, перекрытие канала и восстанавливают дорожное ...

Дренажный лист

VERBESSERTE SCHUTZMEMBRANE, INSBESONDERE ZUR VERKLEIDUNG VON WÄNDEN UND DECKEN

Damp course system for buildings - has several sealing layers integral with horizontal backing elements

The sealing procedure is for upright walls to protect against ground dampness, surface water, or water pressure, in foundation ditches. It uses bituminous sealing materials cardboard, synthetic foil or channelled metal plates, which are applied onto planking or a similar backing. All sealing layers are prefabricated on horizontal backing elements, and are erected, anchored and stiffened together with them. The layers are fastened by adhesive or mechanical methods, and the backing may consist of timber, or reinforced concrete. The backing may form an integral part of any later construction.

Geformte Platteneinheit und mit diesen Platteneinheiten versehene Quellwasserbehandlungsstruktur.

UNINHIBITED WATER-SWELLABLE CLAY COMPOSITION

Isolierungsplatte oder -bahn

Verfahren und Vorrichtung zum Abdichten der Wandungen von Ingenieurbauwerken aus Beton, insbesondere von unterirdischen Tunnelbauwerken

Verfahren zum Abdichten der Wandungen von Ingenieurbauwerken aus Beton, vorzugsweise von unterirdischen Tunnelbauwerken, wobei als Dichtungsschicht mindestens eine Kunststoffbahn verwendet und in einem ersten Schritt an der Bauwerks-/Tunnelwandung ein Geotextil in Bahnen angebracht wird, dadurch gekennzeichnet, dass in einem zweiten Schritt an dem Geotextil mittels einer Heißluftvorrichtung eine kombinierte Schicht aus einem weiteren Geotextil und einer Kunststoffbahn aufgeschmolzen und an die Bauwerks-/Tunnelwandung flächig und mit variablen Druck angepresst wird, so dass ein unlösbares Mehrschichtenverbundsystem erzeugt wird, welches flexibel und gleichzeitig dicht ausgeführt ist.

Noppenbahn zum Abdichten von Bauwerken

PROCESS FOR SEALING OF WALLS FROM WATER PRESSURE OR INFILTRATION

Insulation of house or building foundation - walls

The insulation consists of several porous and heat insulating plates or mats positioned next to each other on the foundation wall, and protected against dampness by a foil. This consists of polyethylene, of thickness >=0.5mm pref. 1,0mm. The foil is larger than the mat, and one projecting edge section is folded between mat and wall, whilst another projecting section overlaps the gap between two adjacent mats.

SICKERPLATTE

VERWENDUNG WASSERFUEHRENDER VOLLFASERMATTEN FUER DIE WASSERABLEITUNG MIT GEFAELLE IM HOCH- UND TIEFBAU

Isolierfilter-Element fuer Grundmauern

Feuchtigkeitsschutzisolierung fuer Grundmauern von Bauten

Verfahren zur Isolierung von Bauwerken gegen aufsteigende Mauerfeuchtigkeit

Plastic damp courses - without use concrete isolating trough

Ingress of ground water into ground floors, basements etc. or leakage from reservoirs, storage tanks etc. is prevented using PVC sheeting around the exterior floor and wall footings, welded along the walls to PVC extruded sections embedded in the concrete with their outer faces flush and which divide the outer wall of the concrete into separate water-tight panels. Considerable simplification and cost saving compared with methods using rebated wall footings.

Flood defence

THE ARREST,CORRECTION AND PREVENTION OF SUBSIDENCE IN BUILDINGS

FOAM PANELS AND BLOCKS OF HOLLOW PROFILES, THE MANUFACTURE THEREOF, AND THE USE THEREOF AS INSULATING AND/OR DRAINAGE PANELS

Method of manufacturing unvulcanised adhesive waterproof sheet

A method of manufacturing an unvulcanised waterproof adhesive waterproof sheet comprises the steps of: agitating a rubber main material compound of either natural or synthetic rubber with a vulcanising agent, an age register, an adhesion-providing agent, a softener and a filler to produce a raw rubber material, rolling/calendering the raw rubber material into a constant width and thickness thereby producing a waterproof sheet, and attaching a releasing paper to both surfaces of the waterproof sheet. The age register may include at least one of phenylisopropyl-p-phenyllenediamin, polymerised trimethyl dihydroquinoline or styremeated phenol. The adhesion-providing agent may include at least one of tragacanth rubber or polyvinyl poval being affined with water. Also disclosed is a construction method using an unvulcanised adhesive waterproof sheet as manufactured by the above method, the construction method comprising the steps of: making one surface of the waterproof sheet attach to a surface ...

The uni-tray

COATING OF STRUCTURES

METHOD OF PROVIDING A MOISTURE-PROOF OR MOISTURE-RESISTANT FOUNDATION INSULATION FOR BUILDINGS

Drainage assembly and method

A ground-level drainage assembly comprising an elongate structure having at least a top bottom and a front panel, and a cavity defined between the top and front panels, wherein the panels are configured to allow moisture and air to pass through. The drainage assembly may be positioned against an exterior wall with the top at ground level, and may be embedded within a permeable filler such as pea gravel.

DAUERFEUCHTE-RESISTENTES BAUWERK UND VERFAHREN ZU DESSEN HERSTELLUNG

BURL COURSE FOR SEALING BUILDINGS

PROCEDURE FOR MANUFACTURING A SEALING

ABSCHALUNGSVORRICHTUNG FUER SCHLITZWANDLAMELLEN

SCHWELLENKONSTRUKTION MIT EINEM HOLZSCHWELLENTEIL

DRAENAGEELEMENT FUER DIE ENTWAESSERUNG DES ERDBODENS R AUSTROCKNUNG VON ABWAESSERN

ABDICHTUNG EINER BAUWERKSWAND MITTELS EINER EINFACHFOLIE

STOSSVERBINDUNG FUER ANEINANDER ANSCHLIESSENDE WANDVERKLEIDUNGSPLATTEN ODER WANDVERKLEIDUNGS- FOLIEN

BOTTOM PROFILE STRIP AND BUILDING COVER

ENT /BEWÄSSERUNGSELEMENTE FROM RECYCELTEM PLASTIC

FOR ELEMENT FOR THE FORMSCHLUSSIGEN CONNECTION OF AN ARTICLE WITH A FROM KORPER AS WELL AS APPLICATION OF THIS ELEMENT SOLIDIFIED FOR THE FLUSSIGEN CONDITION

Apparatus for guiding metal strips over rollers in treatment and wrapping plants, includes arrangement of angularly movable roller bearings, bushes and half axles to correct eccentric running of the strip

GROUND DRAINAGE DEVICE

PROCEDURE FOR THE PRODUCTION OF A DRAINAGE CHANNEL AT A WALL

Fugenabdichtung zwischen Dämmelementen zur Gebäudedämmung

Es wird ein System zur Gebäudedämmung beschrieben. Gemäß den hier beschriebenen Ausführungsbeispielen weist das System ein erstes Dämmelement und mindestens ein zweites Dämmelement auf, welche vor einer zu dämmenden Gebäudewand derart angeordnet sind, dass mindestens eine erste Fuge zwischen zwei benachbarten Dämmelementen gebildet wird. Das System weist des Weiteren eine erste Dichtung und eine zweite Dichtung auf, die in der ersten Fuge zwischen zwei benachbarten Dämmelementen derart angeordnet sind, dass in der ersten Fuge zwischen den Dichtungen und den zwei benachbarten Dämmelementen ein erster Hohlraum entsteht, wobei in der zweiten Dichtung mindestens eine Öffnung zur Ableitung von Wasser aus dem ersten Hohlraum nach außen angeordnet ist.

VERFAHREN ZUR HERSTELLUNG EINES BARRIEREMATERIALS

EQUIPMENT FOR DEHUMIDIFYING OF BRICK-WORK

SEALING AND THEIR MANUFACTURING PROCESSES FOR THE CREATION OF LOAD-CARRYING, DETACHABLE ONE GROUND MASSES FOR THE EXECUTION OF UNDERGROUND WORK WORKS, LIKE CAVITY CONSTRUCTIONS OR SUCH A THING.

DAMP DENSITY PLATE CAPABLE OF THE FAST/RETARDED HYDRATION.

PREFABRICATED BUILDING FOUNDATION ELEMENT.

PROCEDURE AND ARRANGEMENT FOR AFFECTING THE RECIPROCAL EFFECT BETWEEN A BODENSCHICHT AND A IN IT BUILDING PRESENT.

AS WATERPROOF ONES VERKLEIDING FOR BUILDING SECTIONS SERVING FLEXIBLE SEALING SHEET

PREFORMED BARRIER.

PREFABRICATED SUPPORTING ELEMENTS TO THE PROTECTION, STRENGTHENING AND/OR DRESSING EXCAVATIONS, ANCHOR AND CONNECTING DEVICES AND PROCEDURE FOR THE USE OF THESE ELEMENTS AND DEVICES.

FÜLLMATERIAL, INSBESONDERE ZUM HINTERFÜLLEN VON KELLERMAUERN OD. DGL.

Um eine rationelle Hinterfüllung (4) von Kellermauern (2) od. dgl. mit Füllmaterial aus im wesentlichen balligen Einzelelementen (7) zu erreichen, sind die Einzelelemente (7) aus druckfestem Kunststoff hergestellt und miteinander durch Kleben oder Schweißen unter Freilassung von Zwischenräumen zu quaderförmigen Füllkörpern (6) zusammengefaßt.

SEALING OF A BUILDING WALL OF MEANS OF A SINGLE FOIL

Procedure for sealing the walls of Ingenierbauwerken from concrete

METHOD AND MECHANISM FOR LEAKAGE TEST

PLATTE ZUR ISOLIERUNG VON GEBÄUDEN

A BENTONIT COMPOSITION, EXTRUSION BAR AS FLEXIBLE OF TOUCH ONE OR BLATTFÖRMIGES WATER-REJECTING PRODUCT

Plant for dehumidifying and ventilation of a building wall and/or for the drainage (drainage, dehumidifying) and ventilation of the soil

MOTHER BOARD FROM FOIL-WELL-BEHAVED PLASTIC FOR A DISKDRESSED FLOOR OR A WALL

Composite material

A composite material made up of fluid permeable layer and a core having drainage voids between projections thereon. The core has a number of relatively large openings defined therein so that in use the fluid permeable layer may extend through the openings in response to a working load applied thereto.

METHOD OF CONCRETE SLAB CONSTRUCTION

Method and apparatus for ventilation of foundations

Finned subterranean drainage device and method for fabricating the same

FLEXIBLE DRAINAGE SYSTEMS AND METHODS

Drainage devices, systems, kits, and methods are provided. The drainage devices, systems, kits, and methods include a drainage device having first and second sheet having drainage features provided on the first and second sheets. The first sheet is parallel to at least a portion of the second sheet. Fabric covers at least a portion of the first sheet and the second sheet.

FOUNDATION WALL SYSTEM

Wall system structural panels (1) constituting a sandwich of two polyolefin sheets (2a, 2b) and an interior layer of glass fiberboard (3). Such structural panels (1) are used with a system of steel studs (4) and channels to form walls of high strength and light weight. These walls are particularly suitable for foundations and basements, and exhibits strength, water resistance, and insulating values far in excess of those of conventional foundation walls.

ELECTROTHERMIC MEMBRANE WITH METAL CORE

Membrane (20) with a metal core (21) for waterproofing and generally protecting structures (80) for housing and infrastructures, consisting of only one or of several components, presenting very high electrical conductivity, entire lengths or parts thereof, thickness and width being constant to obtain, on closure in an electric circuit (92, 93, 97, 98) of all or part of said core (21), transformation of electric energy into thermal energy therefore adding, by an association of thermal and mechanical effects, the advantages of generation of heat to those of protection and waterproofing.

DAMP-PROOFING BUILDING ELEMENT

WATERPROOF MEMBRANE

Described is a waterproofing membrane that, in its most basic form, includes three layers - a flexible substrate layer, a pressure sensitive adhesive layer and a release liner layer. The flexible substrate comprises a woven polyolefin mesh coated on each surface with a polymer film. The polyolefin mesh includes a first plurality of polyolefin tapes extending in a major direction interwoven with a second plurality of polyolefin tapes extending in a cross direction.

A MATERIAL AND METHOD FOR PROVIDING INSULATION AND DRAINAGE TO A FOUNDATION WALL

A material and method for insulating and providing a drainage path for a foundation wall includes a non-woven thermoplastic board being for insulating and providing a drainage path for a foundation wall. The non-woven thermoplastic board has a thermal resistance of an R-value per inch thickness of at least 1. The non-woven thermoplastic board also has a vertical drainage ability per inch thickness of at least 135 Gallons/Hour/Lineal-Foot/inch at a pressure of 500 pounds per square foot (psf).

METHOD FOR PROVIDING WATERPROOF COATING FOR MASONRY WALLS

METHOD OF PROVIDING WATERPROOF COATING FOR MASONRY WALLS A simplified method of waterproofing masonry walls such as basement walls subjected to water from the outer surface by coating the inner surface with an anionic silicone emulsion that dries to produce an elastomeric film is disclosed. The silicone emulsion consists essentially of an anionically stabilized hydroxyl endblocked polydiorganosiloxane, amorphous silica, and an organic tin salt, the emulsion having a pH of 9 or greater. The emulsion coating when dried provides an elastomeric film that bonds to the surface with sufficient force to resist the pressure of any water that may diffuse through the wall from the outer surface. The method of this invention provides a waterproof coating that also resists the effects of cracks in the substrate, temperature extremes, molds, fungus, or mildew, as well as possessing a long useful life.

BASE PLATE SYSTEM

UNCOUPLING MAT

An uncoupling mat (1) comprising a flexible plastic layer (2) made of a film-like plastic with structuring that defines indentations (6) provided with undercuts (5) on the first side (4) and cavities (8) positioned between the indentations (6) on the opposide second side (7), and a fleece or fabric (3) securely connected to the second side (7) and covering the cavities (8), wherein the plastic layer (2) is provided with a plurality of weakening zones (12) which extend continuously between opposing side edges of the plastic layer (2).

FORMING, DRAINAGE AND VENTILATION SYSTEM FOR AGRICULTURE, IRRIGATION AND ATHLETIC FIELDS

A system for retaining a flowable and curable building material to form a portion of a foundation includes side walls disposed in a predetermined configuration having a first side wall and a second side wall, and at least one component having an interior cavity disposed in one of the side walls. A bracket assembly includes an outwardly bounding reinforcement post for each of the side walls, a separator bar having a plurality of apertures sized to receive and retain each of the reinforcement posts at locations corresponding to nominal widths of the at least one component. A barrier is disposed between the outwardly bounding posts. The barrier and the component in the side wall is retained in the foundation after the building material cures. The barrier prevents backfill from filling a volume between the outwardly bounding posts.

FOUNDATION WALL PROTECTOR

A foundation protector for a foundation wall prevents moisture being retained in the foundation wall and also provides drainage for surface water so that water does not rest against the surface of the foundation wall. The foundation protector has a smooth exterior surface so that it remains attached to the foundation if earth subsidence occurs. The foundation protector includes a waterproof dimpled sheet with spaced-apart protrusions and an outer waterproof membrane which covers recesses formed by the protrusions and provides a substantially smooth exterior surface.

ATTACHMENT ELEMENT FOR STUDDED PLASTIC SHEETS

The invention relates to an attachment element for studded plastic sheets comprising a base body with at least one stud projecting from a front of the base body. To provide an attachment means that results both in a tear-resistant attachment of the studded plastic sheet to the building wall and in extensive surface contact at a top edge of the studded plastic sheet, it is provided that a head portion is arranged on the base body, which fully or at least partially projects from the front of the base body with a resiliently deformable area.

THERMOPLASTIC FOAM INSULATION AND DRAINAGE BOARD AND METHOD OF USING IN BELOW-GRADE APPLICATIONS

METHOD FOR PROTECTING WATERPROOFED SUBSTRATE SURFACES AND STRUCTURES FOR ACCOMPLISHING SAME

An exemplary method for waterproofing and protecting a water-penetrable surface comprises the steps of applying a waterproofing agent, preferably a preformed waterproofing membrane laminate, onto a substrate surface such as a sub-grade vertical concrete wall, and subsequently placing against the waterproofed surface a protective non-friable extruded thermoplastic synthetic polymer sheet. The extruded sheet may comprise virgin or scrap thermoplastic polymer materials such as polyethylene, polypropylene, a polyamide, or a combination thereof. The scrap materials may be cross-linked or even highly cross-linked. The sheet may also comprise foamed thermoplastic materials. Waterproofing structures are also disclosed.

SYSTEM FOR ALLEVIATING SCOURING AROUND SUBMERGED STRUCTURES

A system for alleviating scouring damage at the base of a structure anchored in the bed of a body of liquid flowing at a velocity relative to the structure, such as a bridge pier in a river bed, comprises a plurality of hollow vehicle tires surrounding the structure in a matrix of plural stacks of tires connected together with their toroidal axes substantially aligned. Each stack comprises a predetermined number of tires so that the top surface of the matrix forms a predetermined angle relative to horizontal.

Дренажное оболочное набивное изделие (ДОНИ-1)

Полезная модель относится к области мелиорации и искусственного понижения уровня грунтовых (агрессивных и неагрессивных) вод с естественной транспортировкой воды или водной смеси на незначительные расстояния. Дренажное оболочное набивное изделие изготавливается в виде «рукава» из синтетического геотекстиля толщиной полотна 0,8 мм, диаметром 150 мм, длиной 6 м, заполненного керамзитовым гравием фракции 10-40 мм по ГОСТ 32496-2013 от 30.12.2013 года. Материал для оболочки изготавливают из синтетического полотна геотекстиля толщиной 0,8 мм, шириной и длиной заготовки в зависимости от заявленных размеров изделия. Для каждого заявленного изделия заготовки изготавливаются из рулонных синтетических материалов. Ширина и длина полосы заготовки принимается в зависимости от расчетного диаметра и длины изделия. Для повышения прочности оболочки «рукав» изготавливают с помощью нитяной прошивки двух сторон заготовки по размерам в зависимости от проектного решения. Вибромеханическим способом заполняют оболочку-«рукав» керамзитовым гравием фракции 10-40 мм с устройством на концах «рукава» участков для захвата. До и после заполнения оболочка зажимается с помощью полиэтиленового реечно-замкового крепежа, выбираемого в зависимости от общего веса изделия и толщины полотна геотекстиля. Дренажные оболочные набивные изделия соединяются между собой с помощью полиэтиленового реечно-замкового крепежа и разъемной полиэтиленовой муфты, надеваемой на место соединения смежных изделий. Достигаемый технический результат заключается в оптимальном соотношении диаметра и длины изделия, толщины полотна геотекстиля, объемного веса наполнителя - керамзита, состава дренируемого грунта и глубины заложения изделия, влияющих на механическую прочность оболочки изделия при прокладке, «закрытым/бестраншейным» способом, при помощи установки ГНБ или ННБ. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 203 503 U1 (51) МПК E02B 11/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ПОЛЕЗНОЙ ...

System and method for strengthening a sloped structure such as a berm, basin, levee, embankment, or the like

Embodiments of the invention comprise a system for strengthening a sloped structure such as a berm, basin, levee, or embankment. The comprises first and second opposing sides, the second side being adjacent the sloped structure; a bottom side adjoining bottom edges of the first and second sides, thereby forming a cavity within the first, second, and bottom sides; fill material disposed within the cavity; an impermeable membrane encapsulating at least a portion of the fill material; and a plurality of reinforcing members disposed within the fill material.

Insulating and draining board

The present invention relates to an insulating and draining board with two opposing main side surfaces and a top side portion and a bottom side portion, said board being formed by bonded beads of foamed plastic, wherein pores are present between the beads forming a network for drainage of water, which bottom side portion of the board being tapered towards a first free end extending in the longitudinal direction of the board, the first free end being located between planes coinciding with the main side surfaces.

Basement sump system and method

A sump system for use in basement waterproofing systems. A sump liner may be generally rectangular in geometry, and may include two side elements with apertures to exchange groundwater while blocking debris. An adjustable inlet may be provided in another side element to fluidly connect other elements of a basement waterproofing system to the sump liner. The sump liner may further include a base configured to provide a built-in stand for a sump pump. The pump stand may contain a lip with notches to allow debris to fall and collect in a trough around a periphery of the base. The base may further provide an underside cavity for accommodating an obstruction in the floor of a sump hole. A removable lid may facilitate access to the sump liner interior, and may contain a break-away feature to accommodate discharge piping, as well as a groove to lodge a pump power cord. The sump liner may be strategically oriented within the sump hole to protect the basement foundation from erosion.

DESIGN METHOD FOR BUILDING

A design method for a building which enables an efficient design or construction and is environment-friendly by suppressing the occurrence of damaged materials to a minimum, and a building which can be constructed at a low cost are provided in such a manner that when the building is designed, a boundary surface in the height direction of a substantially effective width (working width) in an exterior member, a so-called siding panel, which occupies relatively high cost is set to be an indicator for determining an arrangement position of a window, a balcony, a canopy, further a main entrance or the like. When a building is constructed, a lower limit position or an upper limit position of the attachment position of a window a canopy, a balcony, a main entrance and a parapet which are arranged at an outer wall thereof is determined by setting a working width of exterior members to 1 which are used in constructing the outer wall of the building and have a constant shape, as an indicator. 17-. (canceled)8. A design method for a building ,wherein when constructing a building structure, a height dimension of an interior groundwork member arranged on a floor surface provided at a substructure on a foundation sets a height of a girt and/or a pole plate from the substructure, and a lower limit position or an upper limit position of a window, a canopy, a balcony, a main entrance and a parapet which are arranged at an outer wall of the building structure is determined by utilizing an upper edge or a lower edge of an exterior member in a height position which is integrally multiplied by a working width of a single plate shaped exterior member which is used in constructing by being sequentially faced upward along an outer wall from a drainage of the substructure, as an indicator.9. The design method for a building according to claim 8 ,wherein when constructing the building structure, a porch is arranged outside of the main entrance, a plurality of beam members is protruded ...

COMPOSITE MATERIAL

A composite material made up of fluid permeable layer and a core having drainage voids between projections thereon. The core has a number of relatively large openings defined therein so that in use the fluid permeable layer may extend through the openings in response to a working load applied thereto. 1. A composite material for use in geotechnical engineering , comprising: a core sheet and a cover sheet , the composite material comprising one or more drainage voids associated with the core sheet , the drainage voids provided between a first side of the core sheet and the cover sheet and arranged to allow fluid to move there-through; and further comprising at least one opening in the core sheet , the opening arranged to allow the cover sheet to extend in use through the core sheet from a first side thereof to a second side thereof , wherein the cover sheet and opening are arranged such that the cover sheet extends in use through the core sheet.2. The composite material of claim 1 , wherein the cover sheet extends through the core sheet in response to loading provided onto the cover sheet.3. The composite material of claim 1 , wherein the core sheet comprises one or more projections on the first side thereof comprising the drainage voids there-between.415.-. (canceled)16. The composite material of wherein the core sheet material comprises drainage voids that form a first claim 1 , micro drainage structure of the core sheet claim 1 , and the core material between openings in the core sheet defines a macro drainage structure.1724.-. (canceled)25. The composite material of claim 1 , wherein the core sheet comprises projections claim 1 , and wherein the composite material comprises a cover sheet that is coupled to projections of the core sheet such that the drainage voids are provided in the space between cover sheet and the first side of the core sheet.26. (canceled)27. The composite material of claim 1 , wherein in use the core sheet is generally incompressible in ...

FORMWORK ELEMENT

A method for sealing piles in foundations in the construction field, wherein a hollow-body formwork element is used. The method includes: 1) applying a barrier layer to the foundation; 2) introducing a pile into the foundation, the pile being arranged so as to penetrate the barrier layer; 3) applying a hollow-body formwork element along the central longitudinal axis of the pile, the hollow-body formwork element surrounding the pile; 4) introducing mineral binding agents into the intermediate space between the pile and the hollow-body formwork element; 5) connecting the barrier layer and the hollow-body formwork element. The hollow-body formwork element has on the side facing the pile a contact layer, which includes a composite layer of a porous material and/or a sealant. The hollow-body formwork element can remain as a part of the structure and thus can perform a sealing function. 1. A method for sealing a pile in a foundation in a construction field by using a hollow-body formwork element , the method comprising:applying a barrier layer to a foundation;introducing a pile into the foundation, the pile being arranged so as to penetrate the barrier layer;applying a hollow-body formwork element along the central longitudinal axis of the pile, the hollow-body formwork element surrounding at least a part of the pile;introducing a mineral binding agent into an intermediate space between the pile and the hollow-body formwork element; andconnecting the barrier layer and the hollow-body formwork element;wherein the hollow-body formwork element has on a side facing the pile a contact layer which comprises a composite layer of a porous material and/or a sealant.2. The method according to claim 1 , wherein the hollow-body formwork element is arranged essentially on the side of the barrier layer away from the foundation.3. The method according to claim 1 , wherein in the step of introducing the mineral binding agent into the intermediate space between the pile and the hollow- ...

Universal Skirt Board

A universal skirt board has a base, a top flange section, an overhang section, and a sealing flange attached to the top flange section. The base has at least one ridge extending away from the base in a first direction, and a projection extending in the first direction. The top flange section is attached to the base. The overhang section is also attached to the base and defines a drip edge. The sealing flange is attached to the top flange section. The at least one ridge is formed to rest on a top of a base board. The projection is formed to fit into a slot defined in the top of the base board to provide an interference connection.

SYSTEM AND METHOD FOR TREATING GOLF SAND BUNKERS

A method and system for treating golf course sand bunkers to maintain sand in a playable condition by improving the propensity for water to pass through, opening clogged drains, and decomposing organic sediment. The method and system include a drainage solution and a microbe-based solution which are applied to the sand bunker in at least two applications, separated by a period of time, preferably a month. The drainage solution comprises a blend of surfactants and/or physical stability agents and the microbe-based solution comprises a liquid and microbes. 1. A method for treating a golf sand bunker comprising:applying a drainage solution to the golf sand bunker, the drainage solution comprises at least one of a surfactant and a physical stability agent; andapplying a microbe-based solution to the sand bunker after a period of time has elapsed from the application of the drainage solution, wherein the microbe-based solution comprises a water and microbes.2. The method for treating the golf sand bunker of claim 1 , wherein the period of time comprises one month.3. The method for treating the golf sand bunkers of claim 1 , wherein the drainage solution comprises at least one of a liquid calcium chloride solution claim 1 , a wetting agent claim 1 , and a defoamer agent.4. The method for treating the golf sand bunker of claim 3 , wherein the liquid calcium chloride solution comprises a range of 15% to 50% of the drainage solution claim 3 , the wetting agent comprises a range of 0.01% to 2% of the drainage solution claim 3 , and the defoamer agent comprises a range of 0.003% to 0.3% of the drainage solution.5. The method for treating the golf sand bunker of claim 4 , wherein the drainage solution further includes a dye and the dye comprises a range of 1% to 0.0005% of the drainage solution.6. The method for treating the golf sand bunker of claim 1 , wherein the microbe-based solution comprises a microbial count ranging from 5 to 12 trillion colony forming units per gallon. ...

Adherent Layer

The present disclosure describes embodiments of an adherent layer that may be used to attach a geo-membrane to a concrete slab and methods that include installation of the adherent layer. The adherent layer can be used to inhibit the geo-membrane from becoming disengaged with the concrete slab and can thereby help prevent water from penetrating the geo-membrane and causing moisture damage to the structure above.

Method For Injecting Surface Water Into The Ground

A method and pumping/drainage channel member for injecting surface water into the soil beneath a ground area includes drilling a series of holes and inserting an elongated pumping/drainage members into each hole extending downwardly into the soil. The pumping/drainage channel members comprise a cluster of integrally joined channel features each formed with a lengthwise extending slot opening. Surface water flows to the pumping/drainage member, enters the channels and drains down the pumping/drainage members to enhance water movement down into the soil to reduce runoff and help to recharge acquifers. Longer members may be installed between shorter members in a pattern to achieve more rapid injection of water deep into the subsoil.

CORRUGATED STORMWATER CHAMBER HAVING SUB-CORRUGATIONS

A plastic arch-shape cross section corrugated stormwater chamber has a multiplicity of crest corrugations and valley corrugations which run transverse to its length. Sub-corrugations run along part or all of the arch-curve lengths of either crest corrugations or valley corrugations, or along both of them. A sub-corrugations are smaller in dimension than an associated crest corrugation or valley corrugation. Sub-corrugations may taper in width and depth and may taper to nothingness. A compound convex shape end cap, useful for closing off the ends of stormwater chambers, has substantially vertical corrugations with analogous sub-corrugations. 1. A molded arch shape cross section plastic chamber , for receiving and dispersing water when buried in soil , comprising:opposing side bases running generally parallel to a chamber length axis, for supporting the chamber on soil during use;a chamber top;sidewalls running upwardly and inwardly from opposing side bases to the chamber top, wherein the combination of sidewalls and top form an arch curve which defines an arch shape cross section;a plurality of alternating crest corrugations and valley corrugations running transverse to the length of the chamber along the arch curve of the chamber, wherein the crest corrugations decrease in width with elevation from the base and the valley corrugations increase in width with elevation from the base, as width is measured in a direction parallel to the chamber length axis; and,a plurality of crest sub-corrugations, running upwardly from the base and along a portion of the arch-curve of a crest corrugation, each sub-corrugation having a height less than the local height of the crest corrugation with which it is associated; each crest sub-corrugation terminating at an elevation lower than the top of the chamber.2. The chamber of wherein each crest sub-corrugation has a height which diminishes with increasing elevation.3. The chamber of wherein each crest sub-corrugation has a width which ...

Free-flowing waterproofing system

A water management system provides much improved waterproofing drainage system particularly, but not limited to foundations, new or existing. The includes a form, clean washed stone, soil separating filter cloth, backfilling soil, and drainage pipe to drain out all water away from the structure. This system is easily installed and creates an even “wall” of gravel around structural walls minimizing the costs of materials making it very cost-effective. This system removes all hydrostatic pressure from structural walls eliminating the cause of water infiltration to the interior of basement walls. Water infiltration in basement walls results in mold, mildew, high humidity, and poor air quality.

Building Foundation and Soil Stabilization method and System

System and means soil stabilization and moisture control for building foundations including methods and systems for stabilization moisture in a site for building foundation by applying soil moisture stabilization material in various forms, a preferred stabilization material being a mixture of aluminosilicate Pozzolan mineral and granular material such as sand. 120.-. (canceled)21. A moisture reservoir system , the system comprising:one or more volumetric spaces located under a foundation site location for a foundation, wherein the one or more volumetric spaces comprise a granular material located in the one or more volumetric spaces under the site location for the foundation, the one or more volumetric spaces configured to provide a reservoir for moisture for soil proximate to the volumetric space; and 'one or more conduits located between one or more supply ends and one or more of the volumetric spaces, the one or more conduits configured to direct a fluid from the supply ends to the one or more volumetric spaces.', 'a fluid delivery system configured to deliver a fluid to the one or more volumetric spaces, wherein the fluid delivery system comprises22. The system of claim 21 , further comprising:a plurality of zones, wherein each zone comprises a network of conduit to direct fluid from a source to the zone, each zone comprising one or more slugs located beneath the site location for the foundation for the site, the slugs comprising the granular material; a capped and perforated end,', 'an uncapped and perforated end, or', 'an uncapped and non-perforated end., 'wherein each network of conduit comprises pvc pipe terminating above or within a slug, the pvc pipe terminating with at least one of23. The system of claim 21 ,wherein the volumetric spaces comprise vertical holes; andwherein the fluid delivery system further comprises one or more vertical tubes coupled to the conduits and configured to deliver the fluid to respective ones of the vertical holes.24. The ...

FOUNDATION UNIT

Disclosed is a foundation unit for supporting a structure, the foundation unit provided in a plurality of parts, arranged to be coupled together before use, wherein the foundation unit is arranged to be at least partially buried in, and to receive, material. 1. A foundation unit for supporting a structure , the foundation unit provided in a plurality of parts , arranged to be coupled together before use , wherein the foundation unit is arranged to be at least partially buried in , and to receive , material.2. The foundation unit according to claim 1 , wherein the foundation unit comprises a base arranged to receive the material.3. The foundation unit according to claim 2 , wherein the base comprises a plurality of drainage holes arranged to claim 2 , in use claim 2 , drain fluid from the foundation unit.4. The foundation unit according to claim 2 , comprising a plurality of support pillars extending substantially vertically from the base claim 2 , wherein the plurality of support pillars are arranged to claim 2 , in use claim 2 , extend above the material in which the foundation unit is buried.5. The foundation unit according to claim 4 , wherein the plurality of support pillars each comprise a screw hole claim 4 , such that each of the plurality of support pillars is arranged to receive a fastener for attaching the structure to the foundation unit.6. The foundation unit according to claim 5 , wherein the plurality of support pillars each further comprise a threaded metal plate.7. The foundation unit according to claim 2 , wherein the foundation unit further comprises a plurality of generally upright walls arranged at a circumference of the base.8. The foundation unit according to claim 7 , wherein the plurality of walls are each provided with a plurality of reinforcing ribs.9. The foundation unit according to claim 7 , wherein the plurality of walls are further provided with gripping means for carrying the unit.10. The foundation unit according to claim 1 , wherein ...

Aggregate replacement

An aggregate replacement device may be used to replace rock aggregate in underground drainage systems. An aggregate replacement includes a structure having a proximal face, a distal face, a bottom face and two side faces with a plurality of openings. The two side faces and bottom face have a proximal edge, a distal edge and two side edges. The proximal face and distal face are coupled to the proximal edges or distal edges of the two side faces and bottom face to form an obtuse angle. A first of the side edges of the side faces is coupled to the side edges of the bottom face. A coupler and a locking device are coupled to a second of the side edges of the side faces. The coupler and locking device couple the structure to a second structure with the second of the side edges of the side faces abutting.

CORRUGATED STORMWATER CHAMBER HAVING SUB-CORRUGATIONS

A plastic arch-shape cross section corrugated stormwater chamber has a multiplicity of crest corrugations and valley corrugations which run transverse to its length. Sub-corrugations run along part or all of the arch-curve lengths of either crest corrugations or valley corrugations, or along both of them. A sub-corrugations are smaller in dimension than an associated crest corrugation or valley corrugation. Sub-corrugations may taper in width and depth and may taper to nothingness. A compound convex shape end cap, useful for closing off the ends of stormwater chambers, has substantially vertical corrugations with analogous sub-corrugations. 124-. (canceled)25. A chamber for drainage , comprising:opposing side bases;sidewalls extending from the opposing side bases;a plurality of crest corrugations and a plurality of valley corrugations positioned along a length of the chamber; anda plurality of valley sub-corrugations, wherein at least one valley sub-corrugation runs downwardly along a valley corrugation toward the opposing side bases, wherein the at least one valley sub-corrugation includes terminal ends at an elevation above the opposing side bases.26. The chamber of claim 25 , wherein the at least one valley sub-corrugation runs along a portion of the valley corrugation.27. The chamber of claim 25 , wherein a height of the at least one valley sub-corrugation decreases towards each of the terminal ends of the at least one valley sub-corrugation.28. The chamber of claim 25 , wherein a height of the at least one valley sub-corrugation is less than a depth of the valley corrugation along which the at least one valley sub-corrugation runs.29. The chamber of claim 25 , wherein a width of the at least one valley sub-corrugation decreases towards each of the terminal ends of the at least one valley sub-corrugation.30. The chamber of claim 25 , wherein a maximum width of the at least one valley sub-corrugation is no more than one-third of a width of the valley corrugation ...

MULTIPLE FRICTION JOINT PILE SYSTEM

Disclosed is a multiple friction joint pile connection construction system to construct: shallow and deep foundations for structures, tie beam construction between footings, passive piles to prevent slope failures beam on elastic foundation, pile cap and tie beam in the construction of pile groups, load transfer platforms isolated (not connected) from the upper structure, retaining structure when constructed with vertical and horizontal orientation, vertical and horizontal drain when perforated blocks are used, landing pier, quay wall and platform construction for coastal and harbor structures, by anchoring to the upper section of the existing bored piles, by anchoring to the upper sections of the columns of the upper structure, in railroad tie manufacture, in transportation structures and in all kinds of similar geotechnical applications. 1. Multiple friction joint pile system , comprising at least two carrier elements , at least one twisted wire duct , a flexible plate , twisted wire of desired thickness in the amount of the rope ducts , a twisted wire tightening-loosening apparatus and a twisted wire fastening apparatus in the amount of the twisted wires.2. The system of claim 1 , wherein the bearing element is made of wood claim 1 , steel claim 1 , composite claim 1 , stone-filled cage claim 1 , concrete and/or reinforced concrete.3. The system of claim 1 , wherein safety rope claim 1 , steel rope claim 1 , thick rope claim 1 , or thick steel wire is used for the twisted wire.4. Multiple friction joint pile system of claim 1 , wherein it can also be used without a flexible plate.5. The system of claim 1 , wherein a material that allows stretching such as rubber claim 1 , cut waste car tire claim 1 , geofoam claim 1 , plastic claim 1 , membrane (geomembrane) can be used.6. The system of claim 1 , wherein the flexible can be placed as a plate between the bearing elements of the structure or it can be completely and/or partially coated (or fixed) to the bearing ...

Window Well Drainage System for Draining Surface Water Runoff and Method for Performing the Same

A window well drainage system and method are provided. According to an aspect, the system comprises a window well base defining a window well cavity having a lowest end, a main drainage conduit opening in the window well cavity, a window well screening component engageable to cover the window well cavity and a drainage conduit screening component engageable to cover the upper port of the main drainage conduit, the window well screening component and the drainage conduit screening component being spaced apart from one another when engaged. According to another aspect, the system further comprises at least one secondary drainage conduit connectable to the main drainage conduit, said at least one secondary drainage conduit extending from the main drainage conduit to the foundation drain when connected to the main drainage conduit.

Building Foundation and Soil Stabilization method and System

System and means soil stabilization and moisture control for building foundations including methods and systems for stabilization moisture in a site for building foundation by applying soil moisture stabilization material in various forms, a preferred stabilization material being a mixture of aluninosilicate Pozzolan mineral and granular material such as sand. 120-. (canceled)21. A system , comprising: 'one or more conduits located between one or more supply ends and the one or more volumetric areas located at the one or more bases of the one or more beams of the building slab, the one or more conduits configured to direct a fluid from one or more supply ends to the one or more volumetric areas located at the one or more bases of the one or more beams of the building slab.', 'a liquid distribution system configured to deliver a fluid to one or more volumetric areas located at a one or more bases of one or more beams of a building slab, wherein the liquid distribution system comprises22. The system of claim 21 , wherein:at least some portion of the volumetric areas comprises trenches formed prior to pouring or placing the building slab;the system further comprises fill material, located in the trenches under at least some of the beams of the building slab; andat least some of the conduits are arranged to deliver liquid to the fill material located in the trenches.23. The system of claim 22 , wherein the fill material comprises a soil moisture stabilization material that exhibits a moisture retention property that reduces expansion and contraction of the volumetric areas under the beams when incorporated into a soil in the volumetric areas under the beams.24. The system of claim 22 , wherein the fill material comprises a granular material to aid in dispersal of the liquid.25. The system of claim 22 , further comprising:a moisture barrier placed around at least some of the fill material in at least some of the trenches.26. The system of claim 22 , further comprising:a ...

INVERSE CONSTRUCTION METHOD FOR DEEP, LARGE AND LONG PIT ASSEMBLING STRUCTURE OF SUSPENSION-TYPE ENVELOPE ENCLOSURE

The present invention relates to the field of construction of underground buildings, specifically to an inverse construction method for a deep, large and long pit assembling structure of a suspension-type envelope enclosure. A method includes design and calculation; engineering construction of foundation piles; control over underground water; construction of a pit enclosure; building of a basement reinforcing and anti-seeping layer; inverse construction; and floor structure construction. By the inverse construction method for a deep, large and long pit assembling structure of a suspension-type envelope enclosure of the present invention, the pit construction quality is easily controlled, the basement is well waterproofed and easily monitored, and the quality control, service and maintenance are easy. 1. An inverse construction method for a deep , large and long pit assembling structure of a suspension-type envelope enclosure , comprising the following steps:(I) determining a pit size and depth of a pit enclosure according to a size of a basement to be constructed, and determining a thickness of a basement reinforcing and anti-seeping layer according to the depth of the pit enclosure and geological conditions;(II) performing one-column-one-pile construction in the pit, wherein the one-column-one-pile refers to an integrated structure of a column pile and an engineering pile, the engineering pile is disposed below the column pile, the bottom of the engineering pile is embedded into a waterproof layer or a rock formation, the top of the column pile is constructed to the designed height at one time; during the construction, the verticality of the column pile is ensured, post grouting is carried out at the bottom and the lateral middle portion of the pile to ensure the bearing capability of the column pile and relieve sedimentation;(III) before completing the construction of the pit enclosure and the basement reinforcing and anti-seeping layer, controlling the pressure ...

Free-flowing waterproofing system

A water management system provides much improved waterproofing drainage system particularly, but not limited to foundations, new or existing. The includes a form, clean washed stone, soil separating filter cloth, backfilling soil, and drainage pipe to drain out all water away from the structure. This system is easily installed and creates an even “wall” of gravel around structural walls minimizing the costs of materials making it very cost-effective. This system removes all hydrostatic pressure from structural walls eliminating the cause of water infiltration to the interior of basement walls. Water infiltration in basement walls results in mold, mildew, high humidity, and poor air quality.

MULTI-FUNCTION RETAINING STRUCTURE AND IMPLEMENTATION METHOD THEREOF

A multi-function retaining structure for excavation and drainage operations during construction process and a method for excavation and implementation of a multi-function retaining structure at a target location. The multi-function retaining structure includes a first I-beam, a second I-beam, a third I-beam, a first inclined stiffener plate, and a second inclined stiffener plate. The method includes positioning the multi-function retaining structure above the target location, driving the multi-function retaining structure into the target location by pushing the bottom edge of the third web into the target location, softening soils in the target location by jetting water to the soils utilizing a first water jet tube and a second water jet tube, extracting the first water jet tube and the second water jet tube from the rectangular chamber, and draining water from the rectangular chamber by utilizing a water drainage pump and through a drainage tube. 1- A multi-function retaining structure for excavation and drainage operations during construction process , the multi-function retaining structure comprising:a first I-beam comprising a first web;a second I-beam comprising a second web, a first side of the first I-beam fixedly connected to a first side of the second I-beam, a main surface of the second web parallel to a main surface of the first web, the first I-beam and the second I-beam defining a rectangular chamber between the first web and the second web;a third I-beam comprising a third web, the third I-beam interconnected between a bottom end of the first I-beam and a bottom end of the second I-beam;a first inclined stiffener plate, a top edge of the first inclined stiffener plate attached to a bottom edge of the first web, a bottom edge of the first inclined stiffener plate attached to a bottom edge of the third web;a second inclined stiffener plate, a top edge of the second inclined stiffener plate attached to a bottom edge of the second web, a bottom edge of the ...

CORRUGATED STORMWATER CHAMBER HAVING SUB-CORRUGATIONS

A plastic arch-shape cross section corrugated stormwater chamber has a multiplicity of crest corrugations and valley corrugations which run transverse to its length. Sub-corrugations run along part or all of the arch-curve lengths of either crest corrugations or valley corrugations, or along both of them. A sub-corrugations are smaller in dimension than an associated crest corrugation or valley corrugation. Sub-corrugations may taper in width and depth and may taper to nothingness. A compound convex shape end cap, useful for closing off the ends of stormwater chambers, has substantially vertical corrugations with analogous sub-corrugations. 124-. (canceled)25. A chamber , comprising:a first side base;a second side base;sidewalls extending from the first and second side bases;a plurality of crest corrugations and a plurality of valley corrugations positioned along a length of the chamber; anda plurality of crest sub-corrugations, wherein each crest sub-corrugation runs along a crest corrugation from the first side base to the second side base.26. The chamber of claim 25 , wherein a height of each crest sub-corrugation is less than a local height of the crest corrugation along which the crest sub-corrugation runs.27. The chamber of claim 25 , wherein a height of each crest sub-corrugation is constant along the entire crest sub-corrugation.28. The chamber of claim 25 , wherein a width of each crest sub-corrugation is constant along the entire crest sub-corrugation.29. The chamber of claim 25 , wherein the valley corrugations increase in width with elevation from the first and second side bases.30. The chamber of claim 25 , wherein the crest corrugations decrease in width with elevation from the first and second side bases.31. The chamber of claim 25 , further comprising a plurality of valley sub-corrugations claim 25 , wherein each valley sub-corrugation runs along a valley corrugation from the first side base to the second side base.32. The chamber of claim 31 , ...

Method and device for producing a drainage element and drainage element produced thereby

A porous hardenable drainage element is produced from a molding compound of expanded plastics granulate and a bonding agent by virtue of the fact that the molding compound is received in a ladle having a pouring opening closed off by a mold bottom, the molding compound is pressurized in the ladle, the element is molded from the molding compound in a mold formed by lowering of the mold bottom down into an opening cross section consistent with a cross section of the pouring opening, and the element is separated from the molding compound by mutual lateral displacement of the mold and the ladle.

Casing accessories

The present disclosure is directed to casing accessories for use with multi-component wall systems. Some of the casing accessories of the present disclosure can include a mounting bracket to attach the accessory to a wall structure and a channel formed in part by a spacer that can be adjusted to adjust the channel width in order to encase components of multi-component wall systems that can vary in width from one installation to another. In another aspect, some of the casing accessories can include one or more drainage canals that direct water from one part of the casing accessories to another. In another aspect, some of the casing accessories can impede fire propagation through multi-component wall systems.

WATER DRAINAGE EDGING

A water drainage edging segment includes a horizontally-extending bottom portion, a vertically extending top portion, and an angled intermediate section spanning between the bottom and top portions. The bottom portion defines a plurality of longitudinally spaced bottom channels that are oriented at one or both of a perpendicular angle and an oblique angle to the longitudinal axis of the edging segment. Each of the plurality of bottom channels are raised above a lowermost plane of the bottom portion to define an open passageway from a backside of the edging segment and laterally through the edging segment. The top portion defines a longitudinally extending upper rib portion that projects rearwardly from a front plane of the top portion to define a forward offset of the front plane and an upward facing contact surface. 1. A water drainage edging segment that is elongated in a longitudinal direction and defining a longitudinal axis , the water drainage edging segment comprising:a horizontally-extending bottom portion;a vertically-extending top portion; andan angled intermediate section spanning between the horizontally-extending bottom portion and the vertically-extending top portion,wherein the horizontally-extending bottom portion defines a plurality of longitudinally spaced bottom channels projecting above an uppermost plane of the horizontally-extending bottom portion that are oriented at at least one of a perpendicular angle and an oblique angle to the longitudinal axis of the water drainage edging segment,wherein each of the plurality of longitudinally spaced bottom channels are raised above a lowermost plane of the horizontally-extending bottom portion to define an open passageway from a backside of the water drainage edging segment and laterally through the water drainage edging segment,wherein the vertically-extending top portion defines a longitudinally extending upper rib portion spanning from a first longitudinal end of the water drainage edging segment to ...

Peel and stick waterproofing material

Disclosed is waterproofing sheeting that uses a polyester layer that provides high lateral stability and puncture resistance. The waterproof sheeting can be used in many applications including waterproof roof underlayments, waterproof sheeting for foundations, underlayment for tile and flooring and various other applications. The waterproof sheeting can be manufactured without many of the problems associated with the granular coatings of existing waterproof sheeting that create excessive wear and environmental hazards.

Drainage System with Contiguous Void

A drainage system for engaging and removing accumulating drainage water with a sump pump liner, a sump pump disposed within the liner, and at least one contiguous void with an inner volume in fluidic communication with an inner volume of the liner. The void can comprise a low pressure void compartment disposed distal to the bottom of the liner, or the void can comprise a water harvesting arm with a proximal end retained by the main body of the liner and a body portion that projects from the main body. Liner-void apertures can be disposed in the bottom of the main body of the liner, and void-environment apertures can be disposed in a void bottom partition. The main body can have a rectangular cross section with a lateral water harvesting arm projecting from each sidewall. 1. A drainage system for engaging and removing accumulating drainage water , the drainage system comprising:a sump pump liner with a main body with an inner volume defined at least in part by at least one sidewall and a bottom;a sump pump disposed within the inner volume of the main body of the sump pump liner;at least one contiguous void with an inner volume in fluidic communication with the inner volume of the sump pump liner.2. The drainage system of wherein the at least one contiguous void comprises a contiguous void compartment disposed distal to the bottom of the main body of the sump pump liner whereby claim 1 , when the sump pump liner is disposed in an upright orientation with the at least one sidewall disposed generally vertically in a volume of surrounding matter claim 1 , the contiguous void compartment will be disposed below the inner volume of the main body of the sump pump liner and deeper into the volume of surrounding matter.3. The drainage system of wherein the bottom of the sump pump liner comprises a boundary between the inner volume of the main body of the sump pump liner and the contiguous void compartment and further comprising a plurality of liner-void apertures disposed in ...

DRAIN ASSEMBLY FOR USE IN AN OUTDOOR SETTING

A drain assembly for being placed inground includes a first panel and a second panel spaced-apart from the first panel, a plurality of supports extending between the first panel and the second panel, a bottom or pipe extending between a bottom portion of the first panel and the second panel, and a cap extending between a top portion of the first panel and the second panel. The first panel may define a plurality of drainage apertures. A related method is also provided. 1. A drain assembly for being placed underground , comprising:a first panel and a second panel spaced-apart from the first panel and defining a medial space therebetween;a plurality of supports extending between the first panel and the second panel and configured such that air and liquid flow is allowed along a length of the drain assembly, wherein at least one of the plurality of supports defines a tapered portion that extends from the first panel into engagement with the second panel;anda cap extending between a top portion of the first panel and the second panel,wherein the first panel defines a plurality of drainage apertures.2. The assembly according to claim 1 , wherein the plurality of supports include one or more spacers extending from an inner facing surface of the first panel to an inner facing surface of the second panel.3. The assembly according to claim 1 , further defining a bottom extending between a bottom portion of the first panel and a bottom portion of the second panel claim 1 , wherein the bottom defines a pipe receiving area for receiving a pipe for directing channeled liquid flow.4. The assembly according to claim 1 , wherein respective ends of the first panel and the second panel are configured for engaging a respective second drain assembly thereto.5. The assembly according to claim 1 , wherein the cap is selectively engageable with the first and second panel.6. The assembly according to claim 5 , wherein claim 5 , a second assembly may be positioned into engagement with a top ...

Wood Foundation Walls and Foundations Formed with Such Walls

A permanent wood foundation wall which includes a frame having a first member, a second member spaced apart from the first member, and two side members. The first member, second member, and two side members each have a front surface and a rear surface that form the front frame surface and the rear frame surface. A cavity is formed between the front frame surface and the rear frame surface of the frame and the first member, second member, and two side members are formed from a wood material including a preservative. Further, the permanent wood foundation wall includes a sheathing board having a first side attached to the rear frame surface of the frame and a second side opposite the first side, a waterproofing membrane applied to the second side of the sheathing board, and a foam layer formed within the cavity of the frame. 1. A permanent wood foundation wall comprising:a) a frame comprising:a first member;a second member spaced apart from the first member; andtwo side members extending between the first and second members, wherein the first member, second member, and two side members each have a front surface and a rear surface that form a front frame surface and a rear frame surface of the frame, and wherein a cavity is formed between the front frame surface and the rear frame surface of the frame,wherein the first member, second member, and two side members are formed from a wood material comprising a preservative;b) a sheathing board comprising a first side attached to the rear frame surface of the frame and a second side opposite the first side;c) a waterproofing membrane applied to the second side of the sheathing board; andd) a foam layer formed within the cavity of the frame and which is bounded by the first member, the second member, two side members, and the sheathing board.2. The permanent wood foundation wall according to claim 1 , further comprising an additional board attached to the front frame surface of the frame.3. The permanent wood foundation wall ...

DEVICE AND METHOD FOR KEEPING HUMIDITY/WATER AWAY FROM A CONCRETE SLAB SITTING ON A FOOTING

A device and method for keeping humidity/water away from a main concrete slab sitting on a concrete footing of a building includes a joint entirely covering an intersection of the external side surface of the foundation wall and the top surface of the footing, and typically a structural rod located adjacent and along the intersection. Alternatively, the device and method includes at least one through hole extending through the footing, and sloping downwardly from the internal side surface to the external side surface, and below the top surface of the footing, to drain water away from the area under the slab. A drain pipe may also be inserted into the hole. 1. A method for keeping humidity away from an existing main concrete slab partially sitting on an edge of a top surface of an existing footing and adjacent an existing foundation wall sitting on the top surface of the existing footing , the existing footing having an external side surface facing away from the existing concrete slab and an internal side surface facing towards the existing concrete slab , said method comprising the step of:draining water away from an interior area located adjacent the internal side surface of the existing footing and below the existing concrete slab to an exterior area located adjacent the external side surface of the existing footing to keep humidity away from the existing concrete slab.2. The method of claim 1 , wherein the step of draining water includes:drilling at least one through hole extending through the existing footing from the internal side surface in fluid communication with the interior area to the external side surface in fluid communication with the exterior area, the at least one through hole sloping downwardly from the internal side surface to the external side surface.3. The method of claim 2 , further including claim 2 , after the step of drilling at least one through hole claim 2 , the step of:installing at least one drain pipe through along the at least one ...

DEVICE FOR THE INSTALLATION OF VACUUM CONSOLIDATION DEWATERING HORIZONTAL DRAINS FOR DEWATERING SLUDGE PONDS

A device for installing horizontal drains in a coal combustion residual or other sludge pond consists of a trenching device that extends downwardly to the depth of required installation of the drains and an attachment through which the drains are fed during installation. The trenching device and attachment are mounted onto a carrier for floatation of the required equipment on the surface of a water-filled sludge pond. The carrier can be winched, hauled or driven across the surface of the sludge. A hydraulic system may be used to raise and lower the trenching device and attachment. The trenching device may be equipped with a chain driven blade mechanism or dredging device for the purpose of cutting a trench into the pond sludge, and a vibratory trenching device may be used to effectively liquefy the material to make the trenching device easier to pull or tow through the sludge in the pond. 1. A method for installing a drain into a sludge pond , comprising:cutting a trench in a sludge pond at a single depth with a trenching device attached to a amphibious carrier;passing a drain into the trench through a downtube coupled with the trenching device; andtransporting the amphibious carrier across the sludge pond.2. The method of claim 1 , further including removing water from the sludge pond through the drain with a vacuum.3. The method of claim 1 , further including removing water from the sludge pond through the drain with a water pump.4. The method of claim 1 , further including multiple downtubes for simultaneous installation of co-planar drains at multiple depths.5. The method of claim 1 , further including transporting the carrier across the sludge pond with a winch.6. The method of claim 1 , further including cutting a trench in the sludge pond with a chain driven blade attached to the trenching device.7. The method of claim 1 , further including liquefying sludge in the sludge pond with a vibrator attached to the trenching device.8. The method of claim 1 , further ...

SUMP OVERFLOW PROTECTOR

A sump overflow protection system for use in a building having a floor and a drainage field for collecting water from the perimeter of the building. The sump overflow protection system includes a portion of the floor proximal an opening of a sump crock having a first level defining a base and wherein the rest of the bottom floor generally has a second level higher than the first level of the basin surface of the floor and communicates water overflowing the sump crock to an outlet coupled to a building drainage outlet separate from the sump crock and to be located in the basin surface of the floor and spaced a predetermined distance from the sump crock. 1. A sump overflow system for use in a building having a floor and a drainage filed for collecting water from the perimeter of the building , the sump overflow system comprising:a sump crock located in the floor of the building and having an opening proximal a surface of the floor, the sump crock having an inlet for receiving water collected from the drainage field;a sump overflow basin circumscribing the sump crock, wherein the sump overflow basin has a basin floor located below a surface of the floor of the building; andan outlet having an opening located in the basin floor and spaced at a predetermined distance from the sump crock, the opening is connected to a conduit that leads to a sewer system, wherein water overflowing from the sump crock is diverted by the basin floor to the outlet opening and flows through the conduit to the sewer system.2. The sump overflow system of wherein the conduit includes a trap located between the opening of the conduit and the sewer system.3. The sump overflow system of further comprising a backflow valve coupled to the conduit.4. The sump overflow system of wherein the conduit is separate from a conduit for a sump pump.5. The sump overflow system of wherein the conduit is separate from a conduit for a sump pump.6. The sump overflow system of wherein the conduit includes a trap ...

FORMING, DRAINAGE AND VENTILATION SYSTEM FOR AGRICULTURE, IRRIGATION AND ATHLETIC FIELDS

A drainage and ventilation system includes a plurality of drainage cores. Each core includes a sheet having a first and a second end, a first and a second side, and a plurality of dimples disposed between the ends and the sides. The dimples extend outwardly from the sheet and define a plurality of passages. The passages include passages extending from end to end and passages extending from side to side. The system also includes a fabric attached to each core. The passages of the cores receive and convey a flow of at least one of liquid, air and gas through the drainage cores. In one embodiment, the cores are disposed in soil, and the dimples are filled with an adhesive to enhance the shock absorbing properties of the soil. In another embodiment, the dimples are filled a cement-based material for adhering a finish material to the cores. 1. A system for retaining building material to form a foundation or a footing in soil , the system comprising:side walls receiving and retaining a flowable and curable building material in a channel formed therebetween, the side walls disposed in a predetermined configuration defining a foundation or a footing within soil, the side walls including a first side wall and a second side wall, wherein the first side wall includes a first drainage core wrapped in a first fabric, the first drainage core having a plurality of first passages extending therethrough, and wherein the second side wall includes a second drainage core wrapped in a second fabric, the second drainage core having a plurality second passages extending of therethrough; a first reinforcement post disposed proximate the first drainage core and retaining the first drainage core in a first interior position within the bracket assembly;', 'a second reinforcement post disposed proximate the second drainage core and retaining the second drainage core in a second interior position within the bracket assembly; and', 'a separator bar having a first end, a second end opposed from ...

DRAIN ASSEMBLY FOR USE IN AN OUTDOOR SETTING

A drain assembly for being placed inground includes a first panel and a second panel spaced-apart from the first panel, a plurality of supports extending between the first panel and the second panel, a bottom or pipe extending between a bottom portion of the first panel and the second panel, and a cap extending between a top portion of the first panel and the second panel. The first panel may define a plurality of drainage apertures. A related method is also provided. 120-. (canceled)21. A drain assembly for being placed underground , comprising:a panel spaced-apart from an exterior facing wall of a foundation,wherein the panel is maintained in position relative to the wall through a plurality of supports extending from the panel to the wall into an interior space defined therebetween;a cap selectively engageable with the panel,wherein the cap is removable to allow access into the interior space defined between the panel and the wall,wherein a drainage pipe is positioned at a bottom portion of the drain assembly panel,wherein the drainage pipe is in fluid communication with the interior space defined between the panel and the wall such that fluid passing therein flows into the drainage pipe.22. The assembly according to claim 21 , wherein the panel defines a means for allowing flowthrough of water into the interior space.23. The assembly according to claim 21 , wherein the panel is configured for a nestable engagement with an adjacent panel.24. The assembly according to claim 21 , wherein the cap defines a plurality of drainage apertures through a surface of the cap to allow flowthrough of water into the interior space.25. (canceled)26. (canceled)27. (canceled)28. (canceled)29. The assembly according to claim 21 , wherein the cap extends between a top portion of the panel and the wall.30. The assembly according to claim 21 , wherein the cap includes an insulation material for insulating the interior space.31. The assembly according to claim 21 , wherein the drainage ...

FISH-MOUTH-RESISTANT WATERPROOFING MEMBRANE

The present invention provides methods and articles for achieving puncture-resistant waterproofing membranes and for waterproofing building and civil engineering surfaces without requiring the use of separate protection boards. Exemplary membranes and methods of the invention rely on relatively thin, flexible composite layers to provide impact resistance while yet facilitating seaming between adjacent installed membranes and minimizing formation of wrinkles, leakage channels, and “fish mouth” openings, particularly at substrate details or other surface irregularities. 1. A method for waterproofing a building or civil engineering substrate surface , comprising:providing a rolled waterproofing laminate membrane with a removable release sheet, the membrane when unrolled and with release sheet removed having a total composite thickness in the range of 12 mils to 115 mils; a) an outer continuous layer having total average thickness in the range of 2 mils to 20 mils, said continuous layer comprising polyolefin or thermoplastic polyurethane and having a partially or entirely embedded reinforcing fibrous or textile structure chosen from mesh, spun-bonded fiber, or random laid fiber, whereby the polymer fills in any voids or interstices within the reinforcing structure to prevent lateral water migration within the laminate membrane when the membrane is installed upon a building or civil engineering surface;', 'b) a pressure sensitive adhesive layer having total thickness in the range of 5 mils to 40 mils; and', 'c) a closed-cell foam layer having a total thickness in the range of 5 mils to 55 mils and being located intermediate between and attached to each of the outer continuous layer and the pressure sensitive adhesive layer; and', 'd) a removable release sheet for protecting the pressure sensitive adhesive layer on a face opposite the face to which it is attached to the closed-cell foam layer, the removable release sheet being removed from the laminate membrane during or ...

Below grade waterproofing and methane barrier sheet membrane, with an aluminum protection layer and a method of making and using same

The invention is a below grade waterproofing and methane barrier sheet membrane with an aluminum facer and a method of making and using same, and more particularly the invention is directed to a dual layer system comprising of at least one bituminous moisture or waterproofing barrier sheet membrane with an aluminum facer or an aluminum layer that when combined is also a methane gas barrier, and is UV stable, that is used in construction of a building, and placed under, or around a foundation of a building or a dwelling or on its below grade retaining walls. Optionally, a liner and/or a drainage protection media can also be used with the inventive dual layer system.

Forming, drainage and ventilation system for agriculture, irrigation and athletic fields

A system for retaining a flowable and curable building material to form a portion of a foundation includes side walls disposed in a predetermined configuration having a first side wall and a second side wall, and at least one component having an interior cavity disposed in one of the side walls. A bracket assembly includes an outwardly bounding reinforcement post for each of the side walls, a separator bar having a plurality of apertures sized to receive and retain each of the reinforcement posts at locations corresponding to nominal widths of the at least one component. A barrier is disposed between the outwardly bounding posts. The barrier and the component in the side wall is retained in the foundation after the building material cures. The barrier prevents backfill from filling a volume between the outwardly bounding posts.

METHOD FOR WATERPROOFING UNDERGROUND STRUCTURES

A method for water-proofing underground structures () comprising: a step of injecting an expanding compound adjacent to the surface () directed toward the outside of an underground structure () to be waterproofed in order to form at least two confinement portions (); a step of injecting a diffusing compound () intended to harden adjacent to the surface () directed toward the outside of the underground structure () and at a completion region () that is delimited by said at least two confinement portions (). 116-. (canceled)17. A method for waterproofing underground structures comprising:a step of injecting an expanding compound adjacent to a surface directed toward an outside of an underground structure to be waterproofed in order to form at least two confinement portions;a step of injecting a diffusing compound intended to harden adjacent to the surface directed toward the outside of said underground structure and at a completion region that is delimited by said at least two confinement portions.18. The method according to claim 17 , wherein said step of injecting a diffusing compound is performed after said step of injecting an expanding compound.20. The method according to claim 17 , wherein said expanding compound comprises a polyurethane resin.22. The method according to claim 17 , wherein said diffusing compound comprises a silicate mixture.23. The method according to claim 17 , wherein said diffusing compound is adapted to diffuse so as to cover substantially uniformly the entire completion region delimited by said at least two confinement portions.24. The method according to claim 17 , wherein said at least two confinement portions comprise respective longitudinal bands that extend in a first extension direction and are mutually spaced.25. The method according to claim 24 , wherein said confinement portions comprise respective longitudinal bands that extend in a second extension direction that is inclined with respect to said first extension direction.26. The ...

Building Foundation and Soil Stabilization Method and System

System and means soil stabilization and moisture control for building foundations including methods and systems for stabilization moisture in a site for building foundation by applying soil moisture stabilization material in various forms, a preferred stabilization material being a mixture of pozzolan and granular material such as sand. 1. A system to improve building foundation stability comprising moisture stabilization material to be applied to a building foundation site that changes the properties of the soil such that the soil's ability to retain and/or transport moisture is either enhanced or diminished , depending upon the desired effect.2. The system of wherein the soil moisture stabilization material comprises the mineral pozzolan.3. The system of wherein soil moisture stabilization material comprises the mineral pozzolan disposed in a granular material in a concentration of about 10 to 50 percent.4. The system of comprising at least one zone at a building foundation site that comprises a liquid delivery means for delivering liquid to a liquid distribution means;a liquid distribution system comprising a trench to be disposed adjacent the foundation containing soil moisture stabilization material.5. The system of comprising a liquid retarding barrier to be placed in a location selected from the group consisting of beside claim 4 , under or over the trench or any combination of these locations.6. The system of comprising a liquid distribution system comprising holes containing soil moisture stabilization material placed on a building site.7. The system of comprising liquid delivery means to supply moisture to the soil moisture stabilization material.8. The system of wherein the liquid delivery means is controlled on the basis of pre-selected criteria.9. The system of wherein the liquid control means are controlled by controllers activated directly or remotely utilizing criteria selected from the group consisting of preset intervals claim 8 , moisture level of ...

Method of Forming Subterranean Barriers with Molten Wax

A method of permeating and infusing a formation around the borehole with wax by heating a formation surrounding a borehole and pumping molten wax into the formation, wherein the molten wax flows into and fills voids the formation without disrupting the formation is described. Also, a method of permeating and infusing a formation around the borehole with wax by heating a formation surrounding a borehole, pumping molten wax into the borehole, heating and circulating the molten wax vertically within the borehole for an extended period using a heater and pump attached to a circulation pipe extended to the bottom of a zone of the borehole to be heated, and recovering molten wax from the borehole by displacing it back to the surface with another material of different density is described. Additionally, a method of forming subterranean barriers by drilling multiple closely-spaced boreholes along a subterranean boundary, treating the boreholes with infusions of molten wax, and forming a hydraulic barrier along said boundary is described. 1. A method of creating and filling a subterranean cut comprising the steps of:a) drilling a row of holes tracing the path of a desired cut;b) preparing two pipes, wherein each pipe has at least one pulley arranged to conduct a cable saw along at least part of the length of each pipe and between the distal ends of the two pipes;c) advancing the two pipes through two adjacent holes while circulating the cable saw such that a cut is formed between the two holes; andd) pumping a grouting material into at least one of the holes, wherein the grouting material can circulate to other holes along the path of the desired cut, wherein the grouting material provides lubrication for the pipes and the cable saw and facilitates removal of cuttings.2. The method of claim 1 , wherein at least some of the holes are at least partially horizontal and pass under a volume of land to be isolated.3. The method of claim 2 , wherein the at least some of the holes ...

BELOW GRADE, BLIND SIDE, WATERPROOFING SHEET MEMBRANE WITH ADHESIVE AND HIGH REFLECTIVITY GRANULAR PARTICLE LAYER TO FULLY BOND TO CONCRETE/SHOTCRETE, AND A METHOD OF MAKING, AND USING SAME

The invention relates to a below grade, blind side, waterproofing sheet membrane with adhesive and high reflectivity granular particle layer, and having a top release liner, and a bottom release liner, enhancing bond strength between sheets, and be able to fully bond to concrete/shotcrete, and a method of making, and using same. The inventive waterproofing sheet membrane with adhesive, has at least one layer of high reflectivity granular particle layer that are fully or partly embedded into the adhesive layer, and where the average reflectivity of the exposed granular particles is between about 35 percent to 80 percent reflectivity on a standard reflectivity scale. The waterproofing sheet membrane has an adhesive layer having embedded therein high reflectivity granular particles is used in any building or wall construction, and can be placed under or around a foundation of a building or on its below grade blind side retaining walls, etc. 1. A method of making a below grade , blind side , waterproofing sheet membrane with adhesive and high reflectivity granular particle layer to fully bond to concrete/shotcrete , comprising the steps of:(a) forming a sheet having a first surface and a second surface;(b) moving said sheet to at least one charging station, and applying a charge to said first surface and said second surface of said sheet using at least one ground wire along said first surface of said sheet, and at least one high voltage wire along said second surface of said sheet to form a charged sheet;(c) moving said charged sheet to at least one adhesive station, and applying at least one first adhesive layer along said first surface of said sheet, and applying at least one second adhesive layer along at least a portion of said second surface of said sheet, to form a sheet with at least one adhesive layer;(d) moving said sheet with at least one adhesive layer to at least one particle application station, and applying at least one layer of at least one high ...

Modification of Asphalt Adhesives with Waxes

Wax-modified asphalt can be employed in peel-and-stick sheets. In some embodiments, the method includes adding a wax to an asphalt blend. The addition of wax can result in an asphalt having lower viscosity, higher softening point, improved compatibility, and/or stronger adhesion properties. These changes can be achieved in addition to maintaining both low and high temperature stability of the asphalt adhesive. In some embodiments, the wax is made from a recycled plastic. 1. A peel-and-stick sheet comprising:a) a top layer;b) a top compound layer comprising a first asphalt formulation;c) a fiberglass mat layer;d) a bottom compound layer; ande) a plastic release film layer.2. The peel-and-stick sheet of claim 1 , wherein said top layer is a plastic film.3. The peel-and-stick sheet of claim 1 , wherein said top layer is made of a granulated material.4. The peel-and-stick sheet of claim 1 , wherein said first asphalt formulation contains a first wax.5. The peel-and-stick sheet of claim 4 , wherein said first wax is made by catalytic depolymerization of a polymeric material.6. The peel-and-stick sheet of claim 4 , wherein said first wax is made by thermally degrading a polymeric material.7. The peel-and-stick sheet of claim 5 , wherein said polymeric material is polypropylene.8. The peel-and-stick sheet of claim 5 , wherein said polymeric material is polyethylene.9. The peel-and-stick sheet of claim 5 , wherein said polymeric material comprises recycled plastics.10. The peel-and-stick sheet of claim 1 , wherein said bottom compound layer comprises a second asphalt formulation.11. The peel-and-stick sheet of claim 10 , wherein said first asphalt formulation and said second asphalt formulation are the same.12. A method of manufacturing a peel-and-stick sheet wherein a layer of asphalt is added to said peel-and-stick sheet wherein said asphalt contains a wax.13. The method of claim 12 , wherein said wax is made by catalytic depolymerization of a polymeric material.14. The ...

FORMING, DRAINAGE AND VENTILATION SYSTEM FOR AGRICULTURE, IRRIGATION AND ATHLETIC FIELDS

A system for retaining a flowable and curable building material to form a portion of a foundation includes side walls disposed in a predetermined configuration having a first side wall and a second side wall, and at least one component having an interior cavity disposed in one of the side walls. A bracket assembly includes an outwardly bounding reinforcement post for each of the side walls, a separator bar having a plurality of apertures sized to receive and retain each of the reinforcement posts at locations corresponding to nominal widths of the at least one component. A barrier is disposed between the outwardly bounding posts. The barrier and the component in the side wall is retained in the foundation after the building material cures. The barrier prevents backfill from filling a volume between the outwardly bounding posts. 1. A system for retaining a flowable and curable building material to form a portion of a foundation of at least a portion of a structure of interest , the system comprising:side walls receiving and retaining the building materials therebetween, the side walls disposed in a predetermined configuration suitable for the portion of the foundation, the side walls including a first side wall and a second side wall, at least one of the first side wall and the second side wall is comprised of at least one component having an interior cavity; a first outwardly bounding reinforcement post disposed proximate the first side wall,', 'a second outwardly bounding reinforcement post disposed proximate the second side wall, and', 'a separator bar having a first end, a second end opposed from the first end, and a plurality of apertures disposed along a length of the separator bar, the plurality of apertures including a first set of apertures disposed proximate the first end and a second set of apertures disposed proximate the second end, the first set apertures and the second set of apertures are sized to receive and retain each of the reinforcement posts at ...

Building Foundation and Soil Stabilization method and System

System and means soil stabilization and moisture control for building foundations including methods and systems for stabilization moisture in a site for building foundation by applying soil moisture stabilization material in various forms, a preferred stabilization material being a mixture of aluninosilicate Pozzolan mineral and granular material such as sand. 1. A system to improve the soil moisture stability of a building foundation site , comprising;a water permeable soil moisture stabilization material that improves the soil's ability to retain and transport moisture;means for disposing the soil moisture stabilization material into soil on the building foundation site; andmeans for delivering liquid to at least some portion of the moisture stabilization material.2. The system of wherein the soil moisture stabilization material placed in holes in the soil on the building foundation site.3. The system of wherein the holes containing soil moisture stabilization material are placed in the location that will comprise the building foundation location prior to placement of the foundation.4. The system of wherein the soil moisture stabilization material is wetted prior to placement of the building foundation.5. The system of wherein the soil moisture stabilization material comprises the porous aluminosilicate mineral Pozzolan.6. The system of wherein the soil moisture stabilization material is mixed into the surface of the indigenous soil on the building site.7. The system of wherein the soil moisture stabilization material is disposed in vertical holes and is encased in Tyvex™ fabric.8. The system of wherein the soil moisture stabilization material is disposed in perforated and/or open bottom pipe and encased in Tyvex™ fabric placed in vertical holes.9. The system of wherein water is supplied to the perimeter of the building foundation in perforated pipe encased in Tyvex™ fabric laid in trenches around at least a portion of the perimeter.10. The system of wherein the ...

BLINDSIDE WATERPROOFED BUILDING FOUNDATION SYSTEM AND METHOD OF FORMING SAME

A blindside waterproofed building foundation system and method of forming the same are provided. The system includes a lagging wall, a monolithic waterproof layer adjacent to the lagging wall, and a foundation layer adjacent to the monolithic waterproof layer. The system and method provide a monolithic waterproofing layer that can remain adhered to a foundation surface even if the materials used to construct the lagging wall deteriorates, decomposes, or moves over time. 1. A blindside waterproofed building foundation system comprising:i) a lagging wall;ii) a monolithic waterproof layer adjacent to the lagging wall; andiii) a foundation layer adjacent to the monolithic waterproof layer.2. The system of claim 1 , wherein the lagging wall comprises a plurality of piles and a plurality of lagging planks placed between and spanning adjacent piles.3. The system of claim 1 , wherein the monolithic waterproof layer comprises:i) a matrix material selected from a polyolefin, polyvinyl chloride, polyvinylidene chloride, a polyester, a polystyrene, a polyamide, ethylene vinyl acetate, a polyurethane, a polyurea, a polyepoxide, a fluoropolymer, a polyacrylonitrile, a polyacrylic, a rubber material, silicone, a silicone hybrid, and combinations thereof; andii) a filler material selected from glass fibers, polymer fibers, carbon fibers, ceramic fibers, metal fibers, natural fibers, glass flakes, corn-cob shell, walnut shell, sand, silica, calcium carbonate particles, limestone particles, limestone fines, ground reprocessed concrete, ground rubber, polymeric particles, Portland cement, pozzolanic materials, expanded glass spheres, and combinations thereof.4. The system of claim 1 , wherein the foundation layer comprises shotcrete.5. The system of claim 1 , wherein an adhesive value between the monolithic waterproof layer and the foundation layer is greater than an adhesive value between the monolithic waterproof layer and the lagging wall.6. The system of claim 1 , wherein the ...

BELOW GRADE, BLIND SIDE, WATERPROOFING SHEET MEMBRANE WITH ADHESIVE AND HAVING MODERATE REFLECTIVITY GRANULAR PARTICLE LAYER TO FULLY BOND TO CONCRETE/SHOTCRETE, AND A METHOD OF MAKING, AND USING SAME

The present invention relates generally to a below grade, blind side, waterproofing sheet membrane with adhesive and moderate reflectivity granular particle layer to fully bond to concrete/shotcrete, and a method of making, and using same. More particularly, the invention encompasses a below grade, blind side, waterproofing sheet membrane with adhesive, and having at least one layer of moderate reflectivity granular particle layer that are fully or partly embedded into the adhesive layer, and where the average reflectivity of the exposed granular particles is below 55 percent reflectivity on a standard reflectivity scale. The inventive waterproofing layer having the waterproofing sheet membrane, and an adhesive layer having embedded therein moderate reflectivity granular particles can be used in any building or wall construction, and can be placed under or around a foundation of a building or dwelling or on its below grade blind side retaining walls, etc. 1. A below grade , blind side , waterproofing sheet membrane with adhesive and moderate reflectivity granular particle layer to fully bond to concrete/shotcrete , comprising:(a) at least one sheet membrane having a first membrane surface, and a second membrane surface;(b) at least one first adhesive layer having a first adhesive surface, and a second adhesive surface, and wherein said second adhesive surface is in secure contact with at least a portion of said first membrane surface; and(c) at least one layer of at least one moderate reflectivity granular particle layer, having a first particle layer surface, and a second particle layer surface, and wherein said second particle layer surface is in secure contact with at least a portion of said first adhesive surface, and wherein reflectivity of said at least one layer of at least one moderate reflectivity granular particle layer is below 55 percent reflectivity.2. The below grade claim 1 , blind side claim 1 , waterproofing sheet membrane with adhesive and moderate ...

WEBLESS CORRUGATED DUAL WALL FOUNDATION DRAIN AND RELATED METHOD

A webless corrugated dual wall foundation drain which is constructed as a hollow rectangular tubular member with an inner corrugated wall formed of HDPE and an integral outer smooth wall formed of the same material. The outer smooth wall of the foundation drain is attached to and integrally formed with the corrugations of the inner corrugated wall through a coextrusion process, thereby significantly enhancing the vertical beam stiffness of the foundation drain and eliminating the need for an internal supporting web. 1. A dual wall foundation drain , comprising:a section of hollow tubular pipe having a generally polygonal cross-sectional configuration;said tubular pipe having a corrugated inner wall formed of high density polyethylene which is defined by spaced apart successive circumferentially extending radially inward protruding peaks with circumferentially extending valley-defining portions deposed therebetween; andsaid tubular pipe having a substantially smooth exterior wall formed of high density polyethylene which extends around said inner corrugated wall and is integrally formed therewith.2. The dual wall foundation drain set forth in claim 1 , wherein said hollow tubular pipe is generally rectangular in cross section with opposing wall sections claim 1 , said pipe being devoid of any supporting structure extending between said opposing wall sections.3. The dual wall foundation drain set forth in claim 1 , wherein said exterior wall is integrally formed with a root portion of each of said successive valley-defining portions of said corrugated inner wall.4. The dual wall foundation drain set forth in claim 1 , wherein the thickness of said exterior wall is approximately 10-45 percent of the thickness of said inner corrugated wall.5. The dual wall foundation drain set forth in claim 1 , wherein said hollow tubular pipe is generally rectangular in cross section with shorter upper and lower wall sections and wider opposing side wall sections claim 1 , said pipe ...

Waterproofing method for outdoor tank

The present invention relates to a waterproofing method for an outdoor tank, the waterproofing method being characterized in that the boundary portion between the bottom of the outdoor tank installed on a foundation and the foundation is covered in a liquid tight manner by a waterproof sheet adhered so as to extend from the outdoor tank to the foundation. The present invention can provide a waterproofing method which is effective to prevent the entry of rain water into the boundary portions between the bottoms of outdoor tanks and the foundations, most of the outdoor tanks being large tanks mainly installed in oil refineries or the like. This waterproofing method for an outdoor tank can more reliably waterproof the bottom side of the outdoor tank using the simple method.

HIGH-PERFORMANCE LIQUEFACTION-RESISTANCE TREATMENT METHOD FOR GRAVEL PILE OF EXISTING BUILDING FOUNDATION

The disclosure discloses a high-performance liquefaction mitigation method forstone columns for protecting the existing buildings during earthquakes. Specifically, a small equipment is used to dig trenches in the soil around the existing building. Then, a spiral driller is used to drill a series of boreholes in the trenches according to the optimized borehole design. Next, two or three layers of optimized gravel material with high permeability are filled into the boreholes to work as the inverted layer. Finally, geotextile is arranged around the trench and the trench is filled with the optimized gravel. Compared with current liquefaction mitigation methods for existing buildings, the disclosure is suitable for liquefaction mitigation in large cities, and has the advantages of low disturbance to the overlaid building, simple construction process, high construction efficiency, low construction cost, long service life and the construction material could be easily obtained. 1. A high-performance liquefaction mitigation method for a stone column for an existing building , comprising:Firstly, a trench being arranged around a foundation of an existing building; then, a borehole being arranged in the trench, and a bottom end of the borehole extending below a liquefiable soil; and an optimized gravel filler being filled into the borehole and the trench in accordance with a specified construction method to form a stone columns improved composite foundation with good water dissipate ability, so as to protect the existing building;installation details of the borehole and the trench being as follows:first, a first borehole is formed in the trench by using a driller with a thicker drilling pipe based on a predetermined design diameter and depth; then, a first filler is filled into the first borehole layer by layer, accompanied by compaction layer by layer until the borehole is completely filled with the filler;thereafter, a second borehole is formed in the first filler in the ...

WATER COLLECTING STRUCTURE

A water repellent sand layer that is made of water repellent sand and serves as a water shield layer is provided to be slanted between upper and lower soil layers, a water conveying belt portion is provided to include at least one or both of gravel and a culvert that are provided between the water repellent sand layer and the upper soil layer, and a water shield wall is provided at a slant downstream side. Water falling and permeating from a ground surface into the soil layer is blocked by the water repellent sand layer, flows downward in the water conveying belt portion located above the water repellent sand layer to the slant downstream side, and is blocked by the water shield wall at the slant downstream side, so that the collected water is recovered from a drain hole in the culvert that penetrates the water shield wall. 1. A water collecting structure for collecting water from an upstream side to a downstream side between a first soil layer and a second soil layer located below the first soil layer , the structure comprising:a water repellent sand layer that is provided on the second soil layer, has an upper surface slanted downward from an upstream side thereof to a downstream side thereof, and is made of a plurality of particles to which water repellent treatment is applied;a water conveying belt portion including a gravel layer and a culvert, the gravel layer being located on the upper surface of the water repellent sand layer so as to be slanted downward from an upstream-side end to a downstream-side end and being made of a plurality of gravel particles larger in diameter than the plurality of particles with the water repellent treatment of the water repellent sand layer, the culvert being located between the water repellent sand layer and the first soil layer and being provided therein with a drain hole that is slanted downward from an upstream-side end thereof to a downstream-side end thereof, the water conveying belt portion being located on the upper ...

IN-SITU BARRIER DEVICE WITH INTERNAL INJECTION CONDUIT

The present invention provides a multi-layer barrier assembly or device for post-installation injection of a resin, grout, or other fluid fluid. The barrier device comprises first and second layers defining an intermediate open-matrix layer, and at least one injection conduit member in parallel orientation with respect to the first and second layers and having openings for injecting fluid into the intermediate open-matrix layer. The injection conduit may be located between and in parallel orientation with respect to the first and second layers, along an edge of the first and/or second layers, along an outer face of the first layer (if the first layer is a woven or nonwoven fabric), or at any combination of these locations, to enable fluid to be conveyed into the intermediate open-matrix layer. The invention also provides for use of a gel activator within the barrier device cavity, such as pre-installed on open-matrix structure which used for separating the first and second layers of the barrier device, such that a highly flowable injection fluid can be introduced into the device, and its gelation or hardening will be initiated or accelerated by the presence of the gel activator. This will allow for low power grout pumps to be used and facilitate the sealing of fine cracks in the surrounding concrete. 1. A device for post-installation in-situ barrier creation , comprising:a multi-layer fluid delivery device comprising first and second layers defining an intermediate open-matrix layer for an injection fluid;the first layer having an inwardly facing surface and an outwardly facing surface, the first layer being permeable to the injection fluid but at least nearly impermeable to a structural construction material to be applied against the outwardly facing surface of the first layer, and the second layer being water-impermeable and having an inwardly facing first side and an outwardly facing second side, the inwardly facing first side of the second layer being affixed, ...

PUMPING SYSTEM FOR BODIES OF WATER

A pumping system is provided. The pumping system includes at least one elongated tubing. The elongated tubing includes a first end forming an entrance and a second end forming an exit. A pump discharge tubing is disposed within the elongated tubing and runs from the first end to the second end of the elongated tubing. A pump is coupled to the pump discharge tubing and is operable to pump liquids through the pump discharge tubing. A seal plate is releasably secured to a flange formed at the exit of the elongated tubing. The pump discharge tubing snuggly runs through an opening formed through the seal plate and releasably secures to a manifold. 1. A pumping system comprising:an elongated tubing comprising a first end comprising an entrance to the elongated tubing, a second end comprising an exit from the elongated tubing, and a flange at least partially surrounding the exit;a pump discharge tubing disposed within the elongated tubing and running from the first end to the second end;a pump coupled to the pump discharge tubing and operable to pump a liquid through the pump discharge tubing; anda seal plate comprising an opening receive the pump discharge tubing within, wherein the seal plate is releasably secured to the flange.2. The pumping system of claim 1 , further comprising a head wall and at least one manifold claim 1 , wherein the pump discharge tubing is releasably secured to the manifold.3. The pumping system of claim 2 , wherein the head wall comprises a plurality of manifolds.4. The pumping system of claim 3 , furthering comprising a plurality of elongated tubing each comprising the pump discharge tubing claim 3 , the pump claim 3 , and the seal plate claim 3 , wherein each of the pump discharge tubing is releasably secured to one of the plurality of manifolds.5. The pumping system of claim 1 , wherein the seal plate further comprises a small coupling sized to secure a probe wiring within claim 1 , a large coupling sized to a power wiring claim 1 , and a ...

SYSTEM AND METHOD FOR WATERPROOFING BELOW-GRADE WALL STRUCTURES

System and methods for waterproofing a below-grade wall of a structure. The system comprises a waterproof membrane mounted directly or indirectly to an excavation wall within which the wall of the structure is to be constructed. A plurality of elongate waterstops are affixed to the waterproof membrane and arranged to form a plurality of compartments. A plurality of distribution tubes having apertures are affixed to the waterproof membrane to allow an injectable sealing grout to be injected through the distribution tubes and out of the apertures into a corresponding compartment. A plurality of supply tubes are installed in fluid communication with the plurality of distribution tubes with each of the supply tubes extending to a location on the interior of the wall to be constructed. 117-. (canceled)18. A system for waterproofing a wall of a structure wherein the wall is at least partially below-grade , comprising:a waterproof membrane having a first side and a second side, the waterproof membrane mounted directly or indirectly to an excavation wall within which the wall of the structure is to be constructed with the first side facing away from the excavation wall, and the second side facing toward the excavation wall;a plurality of elongate waterstops affixed to the first side of the waterproof membrane, the waterstops arranged on the waterproof membrane to form a plurality of compartments;a plurality of distribution tubes each having a respective first portion affixed to the waterproof membrane within a respective compartment, the first portion of each distribution tube having at least one aperture to allow an injectable sealing grout to be injected through the distribution tube and out of the aperture into the corresponding compartment; anda plurality of supply tubes in fluid communication with the plurality of distribution tubes, each of the supply tubes having at least a first portion extending away from the first side of the waterproof membrane and along a path ...

Perimeter Drain

The present disclosure provides a water drainage system comprising: a plurality of lengths of drain pipe comprising a channel and a vertical wall, wherein (i) the vertical wall comprises one or more standoffs extending horizontally from the vertical wall and (ii) wherein the drain pipe comprises a top edge and a bottom edge, each of the top and bottom edges being bifurcated by a v-shaped notch. 1. A water drainage system comprising: a plurality of lengths of drain pipe comprising a channel and a vertical wall , wherein (i) the vertical wall comprises one or more standoffs extending horizontally from the vertical wall and (ii) wherein the drain pipe comprises a top edge and a bottom edge , each of the top and bottom edges being bifurcated by a v-shaped notch.2. The water drainage system of comprising the one or more standoffs in at least two (2) vertically displaced rows.3. The water drainage system of wherein the one or more standoffs are not continuous along a length of drain pipe.4. The water drainage system of wherein lengths of adjacent drain pipe are connected to one another via a clip positioned at the end of two (2) lengths of drain pipe.5. The water drainage system of wherein the clip is secured to the via a frictional fit.6. The water drainage system of wherein the clip is glued to the lengths of adjacent drain pipe.7. The water drainage system of wherein v-shaped notch forms two (2) channels in the interior of the drain pipe.8. The water drainage system of wherein the drain pipe is formed from extruded PVC.9. The water drainage system of wherein a portion of the clip is disposed within either of the v-shaped notches formed on the drain pipe.10. The water drainage system of wherein a portion of the clip is disposed within both of the v-shaped notches formed on the drain pipe. This application claims priority to and the benefit of pending U.S. Provisional Patent Application No. 62/796,205 filed on Jan. 24, 2019.Perimeter drain systems are used to collect and ...

Construction method

A construction method includes a charcoal paint application step in which a charcoal paint is applied to at least one of a floor, a wall, and a ceiling within a construction target room; an arrangement step in which flooring members made of Obi-sugi are arranged on the floor of the room; a diatomaceous earth application step in which diatomaceous earth is applied to the wall of the room; and a spraying step in which an antioxidant aqueous solution is sprayed on at least one of the floor on which the flooring members are arranged, the wall to which the diatomaceous earth is applied and the ceiling to which the charcoal paint is applied.

Track-type jet grouting integrated system

A track-type shotcrete integrated system includes: a proportioner working bin, a storage bin, a power bin, and load-bearing legs, wherein bottom sections of the load-bearing legs are equipped with a track chassis for moving, and the track chassis is electrically connected to a track controller; the storage bin contains a storage tank I and a storage tank II for storing different raw materials; a feed pump I is installed on a top of the storage tank I, and a feed pump II is installed on a top of the storage tank II; inlet pipes of the feed pump I and the feed pump II insert into the storage tank I and storage tank II respectively, and outlet pipes of the feed pump I and the feed pump II are connected to a feed pipe I and a feed pipe II respectively . . . 112115171719191621201862081868201868453145323242324. A track-type jet grouting integrated system , comprising: a proportioner working bin () , a storage bin () , a power bin () , and load-bearing legs () , wherein bottom sections of the load-bearing legs () are equipped with a track chassis () for moving , and the track chassis () is electrically connected to a track controller (); the storage bin () is made of two storage tanks , a storage tank I () and a storage tank II () , for storing different raw materials; a feed pump I () is installed on a top of the storage tank I () , and a feed pump II () is installed on a top of the storage tank II (); inlet pipes of the feed pump I () and the feed pump II () are inserted into the storage tank I () and storage tank II () , respectively; and outlet pipes of the feed pump I () and the feed pump II () are connected to a feed pipe I () and a feed pipe II () , respectively; a slurry proportioner () is mounted inside the proportioner working bin () , and both the feed pipe I () and the feed pipe II () are connected to the slurry proportioner (); an outlet () of the slurry proportioner () is connected to a spray head () , and an air nozzle () is provided beside the spray head ...

Insulation board assembly

An insulation board assembly includes an insulation board body that has a front face, a back face, a top edge, and a bottom edge. The back face has a drainage channel extending from the top edge to the bottom edge. A drainage insert is positioned in the drainage channel proximate the bottom edge of the insulation board body. The drainage insert has a front face, a top edge, a bottom edge, and two side edges, and an insert height measured between the top edge and the bottom edge of the drainage insert. The drainage insert defines at least one interior drainage passage extending from the top edge of the drainage insert to the bottom edge of the drainage insert. A channel height of the drainage channel is preferably at least twice the insert height.

SYSTEM AND METHOD FOR MOUNTING A WATERPROOFING SYSTEM TO SHORING FOR AN EXCAVATION WALL

System and method for mounting a waterproofing system comprising a waterproof membrane to shoring for an excavation wall. The mounting system comprises an induction disc having a conductive element, a first disc surface coated with an adhesive, and a second disc surface opposite the first disc surface. A target patch is affixed to the first disc surface by induction welding. The target patch has an outer portion which extends beyond the periphery of the induction disc. The outer portion is affixed to the waterproof membrane. A first hydrophilic washer is secured between the waterproof membrane and the second disc surface of the induction disc. A second hydrophilic washer is secured between the target patch and a rigid washer. A mounting fastener, such as a lag bolt screw, screw, bolt or nail, extends through each of the components and is fastened to the shoring. 1. A system for mounting a waterproofing system comprising a waterproof membrane to shoring within an excavation for a wall of a structure , comprising:an induction disc having a conductive element, a first disc surface coated with an adhesive, and a second disc surface opposite the first disc surface;a target patch having a first patch surface affixed to the first disc surface by an induction weld, and a second patch surface opposite the first patch surface, the target patch having an outer portion which extends beyond the periphery of the induction disc, wherein the outer portion is affixed to the waterproof membrane;a first hydrophilic washer secured between the waterproof membrane and the second disc surface;a second hydrophilic washer secured between the second patch surface and a rigid washer; anda mounting fastener extending through the rigid washer, the second hydrophilic washer, the target patch, the induction disc, the first hydrophilic washer and the waterproof membrane, and fastened to the shoring.2. The system of claim 1 , wherein the rigid washer is a metal washer.3. The system of claim 1 , ...

PEEL AND STICK WATERPROOFING MATERIAL

Disclosed is waterproofing sheeting that uses a polyester layer that provides high lateral stability and puncture resistance. The waterproof sheeting can be used in many applications including waterproof roof underlayments waterproof sheeting for foundations, underlayment for tile and flooring and various other applications. The waterproof sheeting can be manufactured without many of the problems associated with the granular coatings of existing waterproof sheeting that create excessive wear and environmental hazards. 1. A method of making a waterproof self-adhesive protective sheet comprising:providing a first polyester layer that is constructed from polyethylene terephthalate (PET) fibers that form a first non-woven, liquid permeable layer of PET fibers;providing a second polyester layer that is constructed from polyethylene terephthalate (PET) fibers that forms a second non-woven, liquid permeable layer of PET fibers:joining said first non-woven, liquid permeable layer of PET fibers to said second non-woven, liquid permeable layer of PET fibers using thermal bonding to form a non-woven, liquid permeable PET sheet;placing liquid asphalt on said non-woven, liquid permeable PET sheet that is partially absorbed by said non-woven, liquid permeable PET sheet;allowing said liquid asphalt to cool to form an asphalt layer that is bonded, on a first side of said asphalt layer, to said non-woven, liquid permeable PET sheet as a result of absorption of a portion of said liquid asphalt by said non-woven, liquid permeable PET sheet on said first side of said asphalt layer to form said waterproof, self-adhesive protective sheet;placing a release film on a tacky second surface of said asphalt layer that can be peeled from said second tacky surface so that said second tacky surface can be applied to a surface to be protected.2. (canceled)3. The method of further comprising:mixing a polymer with said liquid asphalt so that said asphalt layer remains tacky after cooing to a solid ...

HEAT-BONDED POROUS STRUCTURES FROM RECYCLED PLASTICS AND METHODS FOR MAKING

A method of forming end-form structures from recycled plastics includes i) providing molten agglomerated plastics in noodle form; ii) delivering the molten agglomerated plastics to a shaper; iii) forming an end-form of agglomerated plastics in the shaper by controlling movement and/or position of the shaper, the end-form comprising the agglomerated plastics welded together with voids therebetween; and iv) cooling at least an outer profile of the end-form to form the structure. 1. A method of forming end-form structures from recycled plastics , the method comprising:i) providing a plurality of noodles of molten agglomerated plastic;ii) delivering the molten agglomerated plastic noodles to a shaper;iii) forming an end-form of agglomerated plastic noodles in the shaper by controlling movement and/or position of the shaper, the end-form comprising the agglomerated plastic noodles welded together with voids therebetween; andiv) cooling at least an outer profile of the end-form to form the structure.2. The method of claim 1 , and further comprising cooling the entire end-form.3. The method of claim 1 , and further comprising agglomerating recycled plastics in an agglomerator to produce the molten agglomerated plastic noodles.4. The method of claim 1 , wherein step ii) comprises:delivering the molten agglomerated plastic noodles to a shaper in the form of a sloping, rotating cylindrical tube.5. The method of claim 4 , wherein step iii) comprises:forming a desired end-form of agglomerated plastic noodles in the shaper by controlling the speed of rotation in the cylindrical tube, the amount of slope of the cylindrical tube and/or the rate at which the molten agglomerated plastic noodles enter the cylindrical tube.6. (canceled)7. The method of claim 4 , wherein step ii) further comprises delivering the molten agglomerated plastic noodles to the shaper in clusters of noodles.8. The method of claim 7 , wherein step ii) further comprises forming clusters of noodles by delivering ...

Apparatus and Method for Stabilizing a Slab Foundation

An apparatus for stabilizing a slab foundation comprises a narrow, vertical moisture barrier assembly spaced outside and surrounding the perimeter grade beam of the slab foundation by a predetermined distance, and extends to preferably five feet below surface grade. The narrow trench for the barrier is preferably less than three inches wide. A membrane formed of a synthetic composition forms a moisture barrier against one wall of the narrow trench, and is held in place by back fill. The moisture barrier is intended for use in expansive soils that are subject to shrinking and swelling.

A Draining Mesh Module and a Method of Operating a Draining Mesh in a Construction

A draining mesh module for building into a construction, such as a tunnel wall, to provide draining channels in said construction, includes at least one semi pipe of a flexible material. The draining mesh module has a longitudinal direction and a cross direction extending crosswise to the longitudinal direction. The semi pipe constitutes a part of a channel extending from one longitudinal end to an opposite longitudinal end of the draining mesh module, and that the longitudinal ends of the draining mesh module comprise attachment means for interconnecting longitudinal ends of two adjacent draining mesh modules, whereby a channel in one of those two draining mesh modules is connected to a channel in the other of those two draining mesh modules. 120-. (canceled)21. A draining mesh module for building into a construction , such as a tunnel wall , to provide draining channels in said construction , comprising at least one semi pipe of a flexible material , wherein said draining mesh module has a longitudinal direction and a cross direction extending crosswise to the longitudinal direction , said at least one semi pipe constituting at least a part of a channel extending from one longitudinal end to an opposite longitudinal end of the draining mesh module , and the longitudinal ends of the draining mesh module is provided for interconnecting longitudinal ends of two adjacent draining mesh modules , whereby a channel in one of those two draining mesh modules is connected to a channel in the other of those two draining mesh modules.22. A draining mesh module according to claim 21 , said draining mesh module comprising a number of channels extending from one longitudinal end to the other longitudinal end claim 21 , said channels being mutually disconnected between said longitudinal ends of the draining mesh module.23. A draining mesh module according to claim 21 , wherein several of said channels are interconnected at the longitudinal ends of the draining mesh module by ...

METHOD FOR WATERPROOFING BELOW-GRADE STRUCTURES

A method for waterproofing below-grade structures includes at least one step of injecting at least one compound adjacent to the surface that is directed toward the outside of a region of soil arranged adjacent to a below-grade structure to be waterproofed. The method further includes at least one step of measuring the electrical resistivity of the at least one region of soil subjected to the injection step. The at least one measurement step is adapted to detect the portions of the region of soil that are affected by the injection of the at least one compound. 112-. (canceled)13. A method for waterproofing below-grade structures , the method including the following steps:at least one step of injecting at least one compound adjacent to a surface that is directed toward the outside of a region of soil arranged adjacent to a below-grade structure to be waterproofed, andat least one step of measuring an electrical resistivity of said at least one region of soil subjected to said injection step, said at least one measurement step being adapted to detect portions of said region of soil that are affected by the injection of said at least one compound.14. The method for waterproofing below-grade structures according to claim 13 , wherein said compound has a higher resistivity than water.15. The method for waterproofing below-grade structures according to claim 13 , wherein said at least one step of measuring the electrical resistivity includes a first step of measuring the electrical resistivity of said at least one region of soil before said at least one injection step and at least one second step of measuring said electrical resistivity of said region of soil after said at least one injection step claim 13 , the method further including a step of comparison between values of the electrical resistivity of respective portions of said region of soil which are measured during said first measurement step and during said second measurement step in order to detect whether each ...

BELOW GRADE, BLIND SIDE, DUAL WATERPROOFING MEMBRANE ASSEMBLY INCORPORATING A BENTONITE SHEET WATERPROOFING MEMBRANE, AND A SHEET MEMBRANE WITH ADHESIVE TO FULLY BOND TO CONCRETE/SHOTCRETE, AND A METHOD OF MAKING, AND USING SAME

The present invention relates to a below grade, blind side, dual waterproofing membrane assembly incorporating a secondary membrane comprising of a bentonite sheet waterproofing layer, and a primary membrane comprising of a sheet membrane having an adhesive to fully bond to a concrete/shotcrete. The invention encompasses a dual layer or dual membrane system that acts as a barrier, and prevents, and blocks water and moisture, from passing from one side of the structure to the other side. The dual barrier layer system can be used along a wall, a floor, a ceiling, or along any structure which requires water or moisture proofing. The invention can be used between a concrete or shotcrete layer and the surrounding earth, such as, along an area that has a high water table, or a constant hydrostatic pressure, or high ground moisture, that may creep into a foundation or a wall. 1. A dual waterproofing membrane assembly system for a building , comprising:(a) at least one soil retention system having a first face, and a second face, and wherein said first face faces earth;(b) at least one bentonite sheet waterproofing membrane layer having a first face, and a second face, and wherein at least a portion of said first face of said at least one bentonite sheet waterproofing membrane layer is secured to at least a portion of said second face of said at least one soil retention system; and(c) at least one sheet membrane layer having a first face, and a second face, and wherein said second face has at least one layer of at least one adhesive, and wherein at least a portion of said first face of said at least one sheet membrane layer is secured to at least a portion of said second face of said at least one bentonite sheet waterproofing membrane layer, so as to form said dual waterproofing membrane assembly system for a budding.2. The dual waterproofing membrane assembly system for a building of claim 1 , wherein said building is selected from a group consisting of a wall claim 1 , a ...

A method for preventing cement-related deposits in a Bauwerksentwaesserungssystem.

Verfahren zur Verhinderung von zementbedingten Ablagerungen in einem Bauwerksentwässerungssystem.

DRAIN ASSEMBLY FOR USE IN AN OUTDOOR SETTING

A drain assembly capable of being placed inground includes a first panel and a second panel spaced-apart from the first panel, a plurality of supports extending between the first panel and the second panel, a bottom or pipe extending between a bottom portion of the first panel and the second panel, and a cap extending between a top portion of the first panel and the second panel. The first panel may define a plurality of drainage apertures. A related method is also provided. 1. A drain assembly , comprising:a first panel with a plurality of drainage apertures;a second panel spaced-apart from the first panel;an interior space defined between the first panel and second panel;a plurality of supports extending from the first panel to the second panel through the interior space;a cap selectively engageable with the first and second panels, wherein the cap is removable to allow access to the interior space; anda fan in fluid communication with the interior space to move air within the interior space.2. The drain assembly of claim 1 , wherein the second panel is placed into engagement with a foundation wall.3. The drain assembly of claim 1 , further including a drainage pipe claim 1 , wherein at least a portion of the drainage pipe is positioned in at least one of the locations of below the drain assembly and within the interior space claim 1 , wherein the drainage pipe is in fluid communication with the interior space.4. The drain assembly of claim 3 , wherein a portion of at least one of the first panel and the second panel directly contacts a surface of the drainage pipe.5. The drain assembly of claim 1 , wherein the plurality of supports comprises a plurality of first tapered spacers claim 1 , each of the plurality of first tapered spacers tapering inwardly form the first panel into the interior space and a plurality of second tapered spacers claim 1 , each of the plurality of second tapered spacers tapering inwardly from the second panel into the interior space.6. The ...

Foerfarande och anordning foer att paaverka samverkan mellan ett jordlager och en i anslutning till jordlagret befintlig konstruktion

一种耐高低温的防水胶料、其制备方法及应用

本发明提供一种耐高低温的防水胶料，所述防水胶料以沥青为主材料，HDPE增加卷材的高温韧性，SBS增加卷材在高温和低温下的粘结性，PP增加卷材的与基层的剥离强度，提高卷材的机械强度，橡胶粉提高沥青的弹性恢复和低温柔性，与SBS共同作用，改善沥青的耐低温性能；同时，HDPE能够与星型结构的SBS相互交联，SBS与HDPE组成的交联体中的部分链段吸收沥青中的组分打破沥青的动态平衡，沥青中的部分组分进入到SBS网络中，使得SBS和HDPE交联体中的分子链间距增大，从而使沥青与SBS、HDPE、PP以及橡胶粉、无机填料形成稳定的复合体系，得到的防水卷材具有良好的耐高低温性能和机械性能。

一种高阻燃防水卷材

本发明提供了一种高阻燃防水卷材及制备方法，所述防水卷材包括如下结构：玻纤毡，所述玻纤毡的上、下表面均设有防水层，所述防水层的表面设有阻燃层。所述玻纤毡为有碱玻纤毡，所述防水层为SBS改性沥青层，所述阻燃层为石墨烯改性聚氨酯涂层。其中，制备方法包括如下步骤：（1）SBS改性沥青的制备；（2）聚苯乙烯/石墨烯纳米复合材料的制备；（3）防水材料的制备。本发明所述的高阻燃防水卷材，采用聚苯乙烯/石墨烯纳米复合材料层作为阻燃层，能够大大提高聚合物改性沥青防水卷材的阻燃性能，符合目前建筑行业的需求，且制备工艺简单，具有较高的应用价值。

一种热塑性聚烯烃预铺防水卷材及制备方法

本发明涉及一种热塑性聚烯烃预铺防水卷材及制备方法。其技术方案是：热塑性聚烯烃防水主体层的上部形成丁基改性SIS热熔压敏自粘层，并在热塑性聚烯烃防水主体层的一侧边部预留施工焊接搭接区，且在所述丁基改性SIS热熔压敏自粘层上覆以具有水泥反应活性的耐候矿物颗粒功能层，在所述丁基改性SIS热熔压敏自粘层一侧边部设有防粘隔离边膜，在防粘隔离边膜下方设有施工自粘搭接区。有益效果具体如下：本发明的热塑性聚烯烃防水片材的内应力显著降低而且尺寸稳定性得到大幅提升；通过丁基改性SIS热熔压敏自粘配方的优化设计，改善了压敏胶的高温内聚力；以及巧妙的复合搭接边结构设计，三者的有效组合使产品具有优异的“防翘边”性能。

一种反应粘结湿铺高分子防水卷材及其制备方法

本发明提供一种反应粘结湿铺高分子防水卷材及其制备方法，属于防水材料技术领域。该防水卷材包括位于上层的聚烯烃热塑性弹性体基层、位于中间的改性沥青粘结剂层和位于下层的隔离膜保护层，聚烯烃热塑性弹性体主要由以下原料制成：聚异丁烯、乙烯和辛烯的共聚物、乙丙橡胶、改性聚丙烯、抗氧剂、抗老化剂、软化剂、填充料；制备方法是将改性沥青粘结剂和聚烯烃热塑性弹性体分别制备好之后，将两者热压粘结，控厚定型，并覆隔离膜保护层、收卷制成。该防水卷材通过对改性沥青粘结剂制作性能更加适配的胎基层，通过增加胎基层的抗裂性能以及增加改性沥青粘结剂与胎基层之间粘结力，避免卷材出现裂缝，保证了卷材的防水密封效果。

Method for protecting subgrade vertical wall from stone impacts in backfill operation and laminate for accomplishing the same

An exemplary method for measuring the impact resistance of polymeric film-based laminates involves a falling dart test using laminates that are essentially fully adhered to an inclined mortar block in emulation of stone impacts in backfill situations. Methods for protecting subgrade vertical walls from stone impacts in backfill operations involve the use of a four-layer laminate having an impact energy of at least 50 lb-ft 2 /sec 2 in accordance with a falling dart test using a mortar block inclined at an angle of 60° from vertical. The film-based laminate, comprising a center film having a Young's modulus of at least 200,000 psi (ASTM D 882), is surprisingly discovered to have synergistic properties to provide an average impact energy, as determined in accordance with the 60° impact test, which far exceeds the additive impact energy of the components and which reflects more accurately the performance of the laminate in the actual backfill situation.

Multi-layer sealing membrane made of elastomeric plastics and a reinforcement insert

Peel and stick waterproofing material

Disclosed is waterproofing sheeting that uses a polyester layer that provides high lateral stability and puncture resistance. The waterproof sheeting can be used in many applications including waterproof roof underlayments, waterproof sheeting for foundations, underlayment for tile and flooring and various other applications. The waterproof sheeting can be manufactured without many of the problems associated with the granular coatings of existing waterproof sheeting that create excessive wear and environmental hazards.

Waterproofing membrane

Disclosed is a waterproofing membrane that performs well at both high and low temperatures. The waterproofing membrane comprises a carrier support layer and an adhesive layer, wherein the adhesive layer comprises a pressure sensitive bitumen composition comprising bitumen (asphalt), synthetic rubber, high density polyethylene, amorphous polyolefin, ground vulcanized crumb rubber and, optionally, a plasticizer. The waterproofing membrane also may optionally include a removable release sheet on the adhesive layer.

Waterproofing Membrane

Disclosed is a waterproofing membrane that performs well at both high and low temperatures. The waterproofing membrane comprises a carrier support layer and an adhesive layer, wherein the adhesive layer comprises a pressure sensitive bitumen composition comprising bitumen (asphalt), synthetic rubber, high density polyethylene, amorphous polyolefin, ground vulcanized crumb rubber and, optionally, a plasticizer. The waterproofing membrane also may optionally include a removable release sheet on the adhesive layer.

Waterproofing membrane

Disclosed is a waterproofing membrane that performs well at both high and low temperatures. The waterproofing membrane comprises a carrier support layer and an adhesive layer, wherein the adhesive layer comprises a pressure sensitive bitumen composition comprising bitumen (asphalt), synthetic rubber, high density polyethylene, amorphous polyolefin, ground vulcanized crumb rubber and, optionally, a plasticizer. The waterproofing membrane also may optionally include a removable release sheet on the adhesive layer.

一种自粘聚合物改性沥青防水卷材及其制备方法与应用

本发明属于防水卷材技术领域，具体涉及一种自粘聚合物改性沥青防水卷材，包括如下对应重量份的物质：45～50份道路石油沥青、12～16份芳烃油、3～6份SBS、10～15份碳酸钙、12～15份改性胶粉、3～6份柔性乙烯基树脂、4～7份氢化松香树脂、2～5份热塑性三元乙丙树脂。本发明防水卷材具有很好的持粘性、耐热性及优异的剥离强度等特性，综合品质好，使用寿命长，极具市场竞争力和经济效益。

배수판

Waterproof wall structure of outer wall for building

건축물 지하에 차수벽이 제공된다. 제공된 차수벽은 콘크리트 바닥층과 L형태로 연결되어 지하층을 형성하되, 이러한 차수벽과 상기 콘크리트 바닥층과 연결되는 부위에는 차수벽본체가 길이방향으로 돌출형성되고, 상기 차수벽본체의 양단부에는 경사면이 구비된 제 1, 제 2외각차수벽이 마련되며, 상기 제 1, 제 2외각차수벽의 사이공간에는 수용홈이 형성되고, 이 수용홈에는 필름막을 삽입고정하기 위한 삽입홀이 마련된 삼각틀이 설치되며, 상기 삼각틀을 상기 수용홈에 고정설치하기 위한 덮개판이 상기 차수벽본체 및 상기 제 1, 제 2외각차수벽에 고정설치된다. A water barrier is provided in the basement of the building. The provided order wall is connected to the concrete bottom layer in an L-shape to form a basement layer, and the order wall body is formed to protrude in the longitudinal direction at the portion connected to the order wall and the concrete bottom layer, and both ends of the order wall body are provided with an inclined surface. A second outer order wall is provided, and a receiving groove is formed in the space between the first and second outer order walls, and the receiving groove is provided with a triangular frame provided with an insertion hole for inserting and fixing a film film. A cover plate for fixing to the receiving groove is fixed to the order wall body and the first and second outer order wall. 차수벽, 차수벽본체, 삼각틀, 덮개판 Order wall, order wall body, triangular frame, cover plate

弹体改性沥青防水卷材

本发明公开了一种弹体改性沥青防水卷材，包括以下步骤：1)弹体改性沥青防水卷材，其特征在于：以玻纤毡或聚酯毡为增强体，增强体上面涂覆改性沥青层，改性沥青层上表面覆矿物颗粒层，增强体下面涂覆聚乙烯膜；改性沥青胶料层设置在上覆面层和中间胎体层之间；所述改性沥青胶料层由以下重量份的原料组成：沥青50～62份、SBS合成橡胶8～10份、颗粒石蜡15～25份、聚丙烯树脂1.5～2.5份。本发明的防水卷材使用寿命长，防水性能和耐老化性能好。

Reclamation Type Trench and Execution Method for Under Ground Structure Using The Same

본 발명은 매립형 트렌치 및 이를 이용한 지하구조물 바닥 시공방법에 관한 것이며, 그 목적은 합성수지로서 별도의 공정을 거쳐 제작되며, 무근 콘크리트의 바닥에 매립 설치되어 트렌치의 기능과 방수턱의 기능을 겸비토록 함으로써 시공이 용이하고, 시공비용을 절감할 수 있는 매립형 트렌치 및 이를 이용한 지하구조물 바닥 시공방법을 제공함에 있다. The present invention relates to a buried trench and an underground construction method using the same, and its purpose is to be manufactured through a separate process as a synthetic resin, and to be embedded in the floor of bare concrete to have a function of a trench and a waterproof jaw It is to provide a buried trench and an underground structure floor construction method using the same to facilitate the construction, and to reduce the construction cost. 본 발명은 길이방향으로 길게 연장되며 적어도 하나 이상의 입수구가 형성된 상판과, 상기 상판의 양측단에서 하향으로 연장되도록 상판과 일체형으로 형성된 좌/우측판과, 상기 상판과 좌/우측판을 연결 지지하도록 형성된 다수의 리브와, 상기 입수구에 설치되고 상단부가 무근 콘크리트의 상단부로 연장되어 오수가 유입되는 통로를 형성하는 배수관과, 상기 좌/우측판 중 적어도 하나 이상의 측판 하단부로부터 외측방향으로 연장되도록 형성된 날개부로 구성된 매립형 트렌치 및 이를 이용한 지하구조물 바닥 시공방법에 관한 것을 그 기술적 요지로 한다. The present invention extends in the longitudinal direction and has at least one inlet formed with at least one inlet, left and right plate integrally formed with the top plate so as to extend downward from both side ends of the top plate, so as to support the top plate and the left and right plate A plurality of ribs formed, a drain pipe installed at the water inlet and having an upper end extending to an upper end of the plain concrete to form a passage through which sewage flows, and a wing formed to extend outward from a lower end of at least one of the left and right plates; The technical gist of the buried trench consisting of the parts and the method of constructing the underground structure floor using the same is considered to be the technical point. 매립형, 트렌치, 지하구조물, 방수턱, 배수관 Flush, Trench, Underground Structure, Waterproof Jaw, Drainpipe

Drainage system

FIELD: land reclamation. SUBSTANCE: invention relates to reclamation and may be used both in sprinkling and drying of agricultural lands. Drainage system comprises drain 1, collector 2, in wellhead of which there is reservoir 3 of well 4. Well 4 is equipped with outlet branch pipe 5 with flange 7. Float gate 8 with rod 22 and guide posts 10 is located in tank 3 of well 4. Float gate 8 has the shape of dome 17 with conical side walls 18, which along the perimeter have rubber seal 19. Float gate 8 of automatic action has an air outlet-inlet branch pipe 24, on which polyethylene hose 25 is put with positive buoyancy and tension, the latter with its upper part is connected with nozzle of small impeller 26 for supplying air under pressure to valve body 8. In the body of shutter 8 there are symmetrically arranged in its cavity water-outlet branch pipes 27, the output of which in height is located above canopy 17 of the gate, and ends of branch pipes 27 are bent. Float gate 8 is installed with possibility of movement along height on hollow guide posts 10, connected by one end to bottom of well 4, and by another – freely located below hinge 11 on post 12 of articulation linkage 13, connected with tilting shutter 16. Gate 8 slides along guide posts 10 and is retained in the planned position by rings 20 welded to flange 9 of gate 8 and put on guide posts 10 for movement along gate 8 height. EFFECT: use of invention improves operation reliability of melioration system, provides automation of operation and reduced number of hydromechanical devices, conditions are created to simplify its operation. 4 cl, 1 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 723 186 C1 (51) МПК E02B 11/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ На основании пункта 1 статьи 1366 части четвертой Гражданского кодекса Российской Федерации патентообладатель обязуется заключить договор об отчуждении патента на условиях, соответствующих установившейся ...

Method of forming a copper wiring in a semiconductor device

본 발명은 반도체 소자의 구리 배선 형성 방법에 관한 것으로, 소정의 구조가 형성된 반도체 기판 상부에 제 1 감광막 패턴을 형성한 후 제 1 애싱 공정을 실시하여 상기 제 1 감광막 패턴의 표면에 제 1 실리콘 산화막을 형성하는 단계와, 전체 구조 상부에 제 2 감광막 패턴을 형성한 후 제 2 애싱 공정을 실시하여 상기 제 2 감광막 패턴의 표면에 제 2 실리콘 산화막을 형성하는 단계와, 전체 구조 상부에 구리층을 형성한 후 연마하는 단계와, 상기 제 1 및 제 2 감광막 패턴, 그리고 상기 제 1 및 제 2 실리콘 산화막을 제거한 후 전체 구조 상부에 층간 절연막을 형성하는 단계를 포함하여 이루어져, 저유전 층간 절연막의 유전율 변화를 유전율의 변화를 원천적으로 방지할 수 있어 공정의 재현성을 유지할 수 있으며, 소자의 신뢰성 및 수율을 향상시킬 수 있는 반도체 소자의 구리 배선 형성 방법이 제시된다. BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for forming a copper wiring of a semiconductor device, wherein a first photoresist pattern is formed on a semiconductor substrate on which a predetermined structure is formed, and then a first ashing process is performed on the surface of the first photoresist pattern. Forming a second photoresist pattern on the entire structure, and then performing a second ashing process to form a second silicon oxide film on the surface of the second photoresist pattern; Forming and polishing; and removing the first and second photoresist patterns, the first and second silicon oxide layers, and then forming an interlayer insulating layer over the entire structure, wherein the dielectric constant of the low dielectric interlayer insulating layer is formed. Changes can be prevented from changing the dielectric constant at the source to maintain process reproducibility and improve device reliability and yield. The copper wiring formation method of a semiconductor element is proposed.

Способ нагнетания поверхностной воды в землю

1. Способ нагнетания поверхностной воды в почву под участок грунта, в котором:осуществляют установку серии вытянутых канальных элементов в серию скважин, образованных в грунте вертикально продолжающимися, причем канальные элементы имеют серию образованных в них продольных продолжающихся канальных признаков, открывающихся наружу элементов, при этом канальные элементы продолжаются на значительную глубину ниже поверхности земли, расположены в повторяющейся группе из групп коротких канальных элементов, окружающих каждый центральный длинный канальный элемент на участке грунта, с верхними концами длинных канальных элементов, установленных на глубине на участке нижнего конца каждого из коротких элементов, причем короткие элементы собираются в группы, вокруг соответствующего центрального длинного элемента и расположены с промежутком от него на значительном расстоянии порядка фута вода стекает вниз и выходит из коротких канальных элементов, просачиваясь через почву к участку вокруг верхнего конца длинных элементов, подлежащих очистке посредством протекания через почву в поперечном направлении до протекания в длинные канальные элементы, причем длинные канальные элементы имеют верхние концы, установленные на глубине находящейся рядом с нижними концами коротких канальных элементов, за счет чего влага почвы поступает в каналы, образованные в них, и стекает вниз по каналам для нагнетания воды в почву вокруг нижних концов канальных элементов.2. Способ по п. 1, в котором блоки из двух разнесенных друг от друга коротких канальных элементов и длинный канальный элемент между указанными двумя короткими элемента� РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (51) МПК E03F 1/00 (11) (13) 2014 126 323 A (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2014126323, 27.06.2014 (71) Заявитель(и): НЕМЧИК, Эндрю (US) Приоритет(ы): (30) Конвенционный приоритет: (72) Автор(ы): НЕМЧИК Эндрю (US) 16.04.2009 US 61/212,893; 09.04.2010 US 12/757,115 R U (57) ...

Способ нагнетания поверхностной воды в землю

1. Способ нагнетания поверхностной воды в почву под участок грунта, в котором:осуществляют установку серии вытянутых насосных/дренажных канальных элементов в серию скважин, продолжающихся в грунт, причем упомянутые элементы имеют серию образованных в них продольных продолжающихся канальных признаков, открывающихся наружу элементов, и насосные/дренажные канальные элементы продолжаются на значительную глубину ниже поверхности земли, за счет чего влага почвы поступает в каналы, образованные в них, и стекает вниз по каналам для нагнетания воды в почву вокруг нижних концов канальных элементов.2. Способ по п.1, в котором дополнительно блокируют верхний конец каждого из насосных/дренажных канальных элементов для создания вакуума в канальных признаках на верхнем конце, по мере того как вода на нижнем конце перемещается в окружающую почву.3. Способ по п.1, в котором канальные признаки образуют отклоняемыми стенками, продолжающимися радиально наружу и загибающимися обратно к центральной области упомянутых элементов с зазором между ними, образующим продольную щель.4. Способ по п.2, в котором осуществляют выполнение упомянутых элементов из полиэтиленовой пластмассы.5. Способ по п.1, в котором упомянутые элементы устанавливают продолжающимися вертикально в почву.6. Способ по п.1, в котором насосные/дренажные канальные элементы устанавливают бурением соответствующих скважин в грунте и вставкой одного насосного/дренажного канального элемента в каждую скважину.7. Способ по п.1, в котором дополнительно осуществляют установку группы коротких и длинных насосных/дренажных канальных элементов в упомянутый участок грунта, при РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (51) МПК E03F 1/00 (11) (13) 2011 146 325 A (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2011146325/13, 09.04.2010 (71) Заявитель(и): НЕМЧИК Эндрю (US) Приоритет(ы): (30) Конвенционный приоритет: (72) Автор(ы): НЕМЧИК Эндрю (US) 16.04.2009 US 61/212,893; 09.04.2010 US 12/757, ...

Authentication method using biometric information

생체정보는 다수의 그룹으로 분할되어 분산 저장된다. 이들은 하나의 인증장치에 전송되어 원래의 생체정보로 복원되어 인증된다. 또는 다수의 인증장치에서 분할된 정보 그 자체로 각각 부분적으로 인증하고, 각각의 부분 인증결과에 따라 최종 인증을 할 수도 있다. 분산되어 있는 저장매체는 통신망에 의해 연결될 수 있다. 생체정보로는 지문, 홍채, 성문(聲紋) 등이 사용될 수 있다. The biometric information is divided into a plurality of groups and distributed and stored. They are transmitted to one authentication device and restored to original biometric information. Alternatively, the partial information may be partially authenticated by the plurality of authentication apparatuses, and final authentication may be performed according to each partial authentication result. Distributed storage media may be connected by a communication network. As biometric information, a fingerprint, an iris, a gate, and the like may be used.

배수판 조립체

본 발명에 따르면, 배수판 조립체는 본체부와, 상기 본체부로부터 인입되어 하방으로 돌출되며 하면에 관통공이 형성된 복수개의 지지기둥을 포함하는 메인 배수판 부재와, 상기 각 지지기둥들에 슬라이딩 가능하게 삽입되어 메인 배수판부재의 상부에 타설되는 콘크리트 몰타르의 자중에 의해 지지기둥을 따라 하강하여 기초 콘크리트층의 상면에 접촉되는 보조 지지기둥들을 포함한다. 배수판, 보조 지지기둥, 지지기둥, 이동, 콘크리트 몰타르, 자중

Control of three phase boundary and pore structure of catalyst layer for fuel cell and it's manufacturing

Provided is a method for preparing a catalyst layer of a fuel cell, which allows a liquid electrolyte to maintain an adequate coating layer thickness on the surface of catalyst particles, prevents cracking of the coating layer, and controls the pore structure of a catalyst layer. The method for preparing a catalyst layer of a fuel cell comprises the steps of: coating an electrochemical catalyst ink comprising a mixture of an electrochemical catalyst(10) containing Pt/C or nanometal particles/carbon with 5% Nafion solution onto the surface of a gas diffusion layer to form a wet catalyst layer(4); disposing a porous membrane(12) having pores with a size of 0.05-10 micrometers and a thickness of 20-50 micrometers on the wet catalyst layer and applying a capillary force thereto; drying the catalyst layer using evaporation of the solvent through the pores of the porous membrane; and forming a Nafion ionomers on the surface of the catalyst to form a three-dimensional Nafion film network (11).

Осушительно-увлажнительная система

РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2016 150 140 A (51) МПК E02B 11/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2016150140, 20.12.2016 Приоритет(ы): (22) Дата подачи заявки: 20.12.2016 (43) Дата публикации заявки: 20.06.2018 Бюл. № 17 R U (57) Формула изобретения Осушительно-увлажнительная система, содержащая дренажную сеть, сопряженную с прудом-накопителем дренажного стока, насосную станцию, подключенную через фильтр тонкой очистки воды к сети водораспределительных трубопроводов, связанных с оросительными трубопроводами с водовыпусками-капельницами, отличающаяся тем, что пруд- накопитель снабжен защитным экраном, установленным на поплавках, закрепленных на тросах, подключенных к барабанам лебедок, расположенных на двух противоположных сторонах пруда-накопителя, при этом экран выполнен из ряда полотнищ светонепроницаемого мембранного материала, один край которых закреплен на поплавках соседних тросов, а другой соединен быстроразъемными соединениями со смежным полотнищем, а по линии быстроразъемных соединений полотнища скреплены байонетными соединениями в виде болтов с осевыми отверстиями и гаек. Стр.: 1 A 2 0 1 6 1 5 0 1 4 0 A (54) Осушительно-увлажнительная система 2 0 1 6 1 5 0 1 4 0 (72) Автор(ы): Поддубский Антон Александрович (RU), Шуравилин Анатолий Васильевич (RU), Докукин Петр Александрович (RU), Гурина Регина Равильевна (RU), Калайджян Кристина Ервандовна (RU) R U Адрес для переписки: 117198, Москва, ул. Миклухо-Маклая, 6, РУДН, отдел интеллектуальной собственности (71) Заявитель(и): Федеральное государственное автономное образовательное учреждение высшего образования "Российский университет дружбы народов" (РУДН) (RU)

一种水中桥梁基础施工方法

本申请涉及一种水中桥梁基础施工方法，涉及桥梁施工的领域，其包括如下步骤，S1、搭设围堰；S2、设置竖向支撑；S3、设置横向支撑；S4、抽水；S5、浇注混凝土垫层；所述固定装置包括两个固定杆以及两个螺纹杆，两个固定杆分别与所述横向支撑的两端固定连接，两个所述螺纹杆分别与所述围堰壁面以及所述竖向支撑固定连接，所述固定杆以及所述螺纹杆均为水平设置，所述固定杆外套设滑移有螺纹套，所述螺纹套与所述螺纹杆螺纹连接，所述固定杆与所述螺纹套之间设置有卡接组件。本申请具有便于安装以及拆卸横向支撑的效果，提升资料重复利用的效率，同时大大提升桥梁施工的工作效率。

一种复合型挡土墙及其施工方法

本发明提供了一种复合型挡土墙及其施工方法，该复合型挡土墙包括：悬臂模块、重力模块和排水系统，悬臂模块为装配式挡土墙，采用密肋预制板拼装而成，底部嵌固于现浇基础，现浇基础一次浇筑而成；重力模块采用固化土分层浇筑而成，为半刚性体，填充于悬臂模块与坡面之间；排水系统，包括排水垫和刚性隔水板，排水垫铺设于坡面与重力模块之间，刚性隔水板竖向设于坡脚与现浇基础之间，下部位于现浇基础的底标高以下，上部位于固化土浇筑区内。该挡土墙的悬臂模块和重力模块相互咬合形成空间嵌固的抗力系统，支挡性能良好，兼备悬臂式挡土墙、俯斜式挡土墙和仰斜式挡土墙的优势；排水系统具有良好的截水、排水功能。

Осушительно-увлажнительная система

Изобретение относится к области сельского хозяйства и найдет применение при орошении небольших площадей за счет накопления местного стока и дренажных вод. Осушительно-увлажнительная система содержит дренажную сеть, сопряженную с прудом-накопителем 5 дренажного стока, насосную станцию 7, подключенную через фильтр тонкой очистки воды 8 к сети водораспределительных трубопроводов 9, связанных с оросительными трубопроводами 10 с водовыпусками-капельницами 11. Пруд-накопитель 5 снабжен защитным экраном 6, установленным на поплавках, закрепленных на тросах, подключенных к барабанам лебедок 12, расположенных на двух противоположных сторонах пруда-накопителя 5. Экран 6 выполнен из ряда полотнищ светонепроницаемого мембранного материала, один край которых закреплен на поплавках соседних тросов, а другой соединен быстроразъемными соединениями со смежным полотнищем. По линии быстроразъемных соединений полотнища скреплены байонетными соединениями в виде болтов с осевыми отверстиями и гаек. Система позволяет снизить потери воды на испарение с поверхности пруда-накопителя и уменьшить объем мертвого запаса воды в нем, а также повысить надежность работы фильтра тонкой очистки воды. 6 ил. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 663 596 C2 (51) МПК E02B 11/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E02B 11/00 (2018.05) (21)(22) Заявка: 2016150140, 20.12.2016 (24) Дата начала отсчета срока действия патента: Дата регистрации: 07.08.2018 (43) Дата публикации заявки: 20.06.2018 Бюл. № 17 (45) Опубликовано: 07.08.2018 Бюл. № 22 2 6 6 3 5 9 6 R U (54) Осушительно-увлажнительная система (57) Реферат: Изобретение относится к области сельского хозяйства и найдет применение при орошении небольших площадей за счет накопления местного стока и дренажных вод. Осушительноувлажнительная система содержит дренажную сеть, сопряженную с прудом-накопителем 5 дренажного стока, насосную станцию 7, подключенную через фильтр тонкой очистки ...

Drainage storage pond

FIELD: agriculture. SUBSTANCE: invention relates to the field of agriculture and can be used in the accumulation of melt water in spring, discharged by drainage from the drained area. The accumulated water can be used for irrigation during dry periods, as well as for other economic purposes. The drainage storage pond is coupled with a drainage collector and is equipped with a protective screen made of strips of membrane film, interconnected by quick-release and bayonet connections, which is mounted on cables attached to floats and connected to winches installed on opposite sides of the pond. The protective screen is divided into two parts, interconnected by a container fixed on cables and consisting of a rigid frame on which a container is mounted from a mesh with cells of 1.0-1.5 mm, while a brush is installed on the frame, equipped with cables, the ends of which led to additional winches installed on the banks at the short sides of the pond, where inclined troughs are made. The floats for fastening the cable are equipped with support platforms made with the possibility of sequentially changing their height above the float surface with increasing height from the container frame to the shore. EFFECT: proposed design of the drainage storage pond makes it possible to increase the reliability of the screen by washing away debris and dust from its surface by rain due to the inclination of the screen created by attaching it to the support platforms, the height of which is successively increased from the middle of the pond, where the mesh container is located, to the shore. 1 cl, 3 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 758 268 C1 (51) МПК E02B 11/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E02B 11/00 (2021.08) (21)(22) Заявка: 2021104751, 25.02.2021 (24) Дата начала отсчета срока действия патента: Адрес для переписки: 127434, Москва, ул. Большая Академическая, 44, корп. 2, ФГБНУ "ВНИИГиМ им. А.Н. ...

一种预铺式高分子自粘防水卷材及其制备方法

本发明提供一种预铺式高分子自粘防水卷材，包括依次层叠的高分子片材、高分子压敏胶和防粘膜；所述高分子片材为聚乙烯片材、聚烯烃片材、聚偏氟乙烯片材或聚氟乙烯片材；所述高分子压敏胶为SIS热熔压敏胶；所述防粘膜由以下组分制备而成：乙烯‑醋酸乙烯共聚物、丙烯酸树脂、份抗氧剂以及紫外线吸收剂。本发明还提供上述预铺式高分子自粘防水卷材的制备方法。本发明防水卷材的防粘膜材料既不是溶剂也不是固体颗粒，防粘膜铺贴在压敏胶表面，可起到隔离压敏胶、卷材收卷时防粘结的作用，施工过程中防粘膜可防止太阳光紫外线对防水卷材的损害，且浇上混凝土后防粘膜能与混凝土较好的粘结在一起。

Erection method of batter drainage earth structures

FIELD: construction. SUBSTANCE: invention relates to drainage devices and can be used for protection of local slopes of earth dams and dams banking from possible filtration deformations of their soil at the outlet of filtration flow. Batter drainage on slope is made from previously prepared gabion mattresses 1 prefabricated structure width 0.3-0.5 m, thickness of 0.2-0.4 m and length of up to 2 m and the underlying layer 5 of light fascines 2. Underlying layer 5 of light fascines 2 in the base and gabion mattresses 1 from above them are connected together by zinc-plated metal wire. Along the upper row mattresses 1 with deepening in slope are laid heavy mattresses of bags 6 with local and plant soil tightly connected to each other and with the gabion mattresses 1 on slope. In the bottom of the drainage in the tail bay above said gabion mattresses 1 is arranged gravel or gravel-pebbly filling 7. Effectiveness of the construction and efficiency of drainage device is increased. EFFECT: batter drainage, arranged with the proposed method, the most effective can be used in difficult conditions of rivers at their flat and submountain sections, where erected low-pressure earthing dams and dams of fine sand and clay soils. 1 cl, 4 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 601 802 C1 (51) МПК E02B 11/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ (21)(22) Заявка: ИЗОБРЕТЕНИЯ К ПАТЕНТУ 2015130244/13, 21.07.2015 (24) Дата начала отсчета срока действия патента: 21.07.2015 (45) Опубликовано: 10.11.2016 Бюл. № 31 2 6 0 1 8 0 2 R U (54) СПОСОБ ВОЗВЕДЕНИЯ НАСЛОННОГО ДРЕНАЖА ЗЕМЛЯНЫХ СООРУЖЕНИЙ (57) Реферат: Изобретение относится к дренажным тяжелые тюфяки из мешков 6 с местным и устройствам и может быть использовано для растительным грунтом, прочно связанными защиты низовых откосов земляных плотин и дамб между собой и с габионными тюфяками 1 на обвалования от возможных фильтрационных откосе. У подошвы дренажа в нижнем бьефе деформаций их грунтов на ...

multipurpose load dispersion style ground anchor assembly

The present invention relates to a multipurpose ground anchor of a load dispersion type, including a hollow waterproof cap (110); a head coupler (120) engaged to a lower portion of the waterproof cap (110) and formed with a tapered hole (121) in a longitudinal direction through which a PC steel wire (10) passes; a wedge (130) inserted in the tapered hole (121) of the head coupler (120) to fix the PC steel wire (10); a tubular guide (140) installed in the waterproof cap (110) and formed with one or more slide groove (141); a body (150) installed in the guide (140) and formed with a slide boss (151) inserted in the slide groove (141), and a key groove (152) formed in the lower center which is coupled to an upper end of the PC steel wire (10) by key engagement, the body having a wedge (130) at a lower portion thereof; a pressing spring (160) resiliently pressing the body (150) downward; and a lower member (170) engaged to the head coupler (120) at a lower portion thereof, the PC steel wire (10) penetrating the lower member. Since the load is dispensed to several portions of a tension member, the sufficient anchor force is secured under the soft ground to effectively obtain a high load. The tension member, such as PC steel wire, can be easily detached and removed from the anchor, and the stable engaging state can be maintained when the anchor is moved or the external impact is applied thereto on the site, thereby improving the reliability of the product.