Способ обособленного длительного хранения, погрузки, транспортировки и выгрузки деревянных конструкций круглого сечения для железнодорожных объектов

Изобретение относится к способу, позволяющему обеспечить обособленное длительное, то есть на продолжительный промежуток времени, не требующее обслуживания и, в то же время, обеспечивающее сохранность хранение деревянных конструкций круглого сечения вблизи железнодорожных объектов. Способ обособленного длительного хранения, погрузки, транспортировки и выгрузки деревянных конструкций круглого сечения для железнодорожных объектов, заключается в том, что вблизи действующих железнодорожных объектов обустраивается котлован, а изделия, сформированные в пакеты, представляют собой деревянные конструкции круглого сечения, а каждая деревянная конструкция круглого сечения перед закладкой ее на обособленное длительное хранение обрабатывается защитным средством, препятствующим ухудшению свойств конструкции со временем и полностью одевается в герметичную упаковку из полимерного материала, из которой впоследствии откачивается воздух, при этом сверху упаковки посередине деревянной конструкции неподвижно ...

СПОСОБ УСТРОЙСТВА КОТЛОВАНА ПОД ФУНДАМЕНТ

Способ устройства котлована под фундамент включает вытрамбовывание с уплотнением грунта падающей в направляющем стволе трамбовкой. Новым является то, что после вытрамбовывания котлована на высоту водоносного слоя в забой котлована укладывают бетонную смесь, после схватывания смеси в образовавшемся тампоне пробивают отверстие падающей трамбовкой и продолжают процесс вытрамбовывания котлована до проектной глубины. Техническим результатом изобретения является повышение производительности труда и обеспечение возможности устройства вытрамбованных котлованов в водонасыщенных грунтах за счет предотвращения поступления грунтовых вод в забой котлована и обрушения размягченного ею грунта внутрь котлована.

Устройство для сооружения щелей в грунте

Изобретение относится к области строительства и может быть применено при возведении подземных сооружений типа стена в грунте, в частности противофильтрационных диафрагм для устранения утечек воды из оросительных систем. Цель - упрощение конструкции . Для этого на базовой машине 7 Ш (Л ...

Способ производства травяного коврика

Устройство для выштамповывания котлованов с откосами

A method for continuously excavating ground and conveying excavated earth in the vertical direction and an apparatus for carrying out said method

A continuous vertical the ground-excavating method which comprises driving a guide post vertically into the ground deeper than the predetermined depth of excavation so that said guide post can stand independently of excavation, fixing a lower earth loading mechanism to a desired part of said guide post by using slidable securing means, excavating the ground and placing the excavated earth onto said lower earth loading mechanism, carrying up the excavated earth vertically from said lower earth loading mechanism by a conveyor system comprising endless chains and conveying containers, and further carrying the earth along an upper horizontal earth discharging mechanism secured to the top end of said guide post so as to extend horizontally, lowering said lower earth loading mechanism by a distance equal to the depth of the ground excavated, then cutting the endless chains and adding complementary endless chains while mounting supplementary conveying containers, and repeating said steps the required ...

Underground structure system with foundation pit supporting function and construction method

Mechanism for centrically driving a shoring column into a predrilled ground hole.

Excavation or trenching plate.

PROCEDURE FOR THE PRODUCTION OF A CONCRETE WALL

LINING FOR A PIT

DEVICE FOR PROMOTING SOIL

SHEETING PLATE FOR A CHANNEL SHEETING DEVICE.

SHEETING DEVICE FUR A LINE DITCH OD.DGL. WITH GRADATED CROSS SECTION

FOUNDING PROCEDURE.

SHEETING DEVICE.

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.

SUPPORT ASSEMBLY OF A DITCH WALL AND THEIR APPLICATION

SHEETING PLATE IN BOX BUILDING METHOD

HYDRAULIC SEALING

Concrete foundation for waterlogged ground - uses preliminary foundation walls and extending baseplate to form trough

Parallel trenches are excavated for a foundation wall (2). A central excavation section (3) between these walls is excavated down to the bottom of the foundations. The trench has sloping walls (4). Into this middle section is made a concrete baseplate (5). The sloping sides are removed to the foundation walls (2). This is facilitated by the support provided by the foundation wall. The central section baseplate is extended to the foundation to form a closed trough. This building method eliminates the use of sheet piling and pumping out of water.

Mud soil excavation method preventing precast pile from inclining and being broken

The invention discloses a mud soil excavation method preventing a precast pile from inclining and being broken. The method includes the following steps that after the precast pile is pressed into a mud layer, a surface hard shell layer or a whole surface layer is evenly broken and excavated first; geological distribution conditions of the mud layer in a foundation pit are analyzed; parts, which are obviously high, of the surface of the mud layer are excavated first; foundation pit earthwork gentle slope thin layers are excavated layer by layer, and the foundation pit earthwork gentle slope thin layers are aired while excavated. The surface hard shell layer or the whole surface layer is evenly broken and excavated first, and increasing of inner stress, caused by pressing of the precast pile, of the mud layer is released; the precast pile is prevented from moving, inclining even being broken, and construction quality is guaranteed. Cost for pile connection, pile repair and the like is avoided ...

Construction method of structural system of river under no-cutoff working condition

The invention relates to a construction method of a structural system of a river under a no-cutoff working condition, comprising the specific steps as follows: 1, constructing cofferdams and shortcuts; 2, removing river channel bridges and pile foundation; 3, constructing a base pit of the river channel segment; 4, constructing the parts at both sides of a new river bridge; and 5, removing the cofferdams and recovering water transportation of the river. The invention has the advantages that: 1, the road or underground pipeline is ensured to be uninterrupted in the construction period; 2, the pile foundation is arranged or fillers are filled below a drainage pipe in the paving process of the drainage pipe to ensure that the drainage pipe maintains the water-on state at the preset height after the cofferdam is gathered; 3, the drainage pipe is cut in the connection-after-disconnection manner when the underground passage ground wall is constructed to cut separately for alternative construction ...

Heavy load prefabricated bolster construction method

Deep foundation pit excavation and supporting construction method based on BIM technology

Method for combined supporting of anchor rod (cable) of foundation pit pile

The invention provides a method for combined supporting of an anchor rod (cable) of a foundation pit pile. The method is as follows: the anchor rod (cable) is arranged against the earth-retaining side in a support pile with legs on the side wall of the foundation pit, the anchor rod (cable) is arranged in the earth-retaining side behind the support pile, and the anchor rod (cable) along the side wall of the foundation pit is connected with a top beam by an anchor device, wherein the anchoring section of the anchor rod (cable) is driven into a rock layer with relatively higher shearing strength so as to realize combined supporting of the anchor rod (cable). The method can completely meet the supporting requirement of the side slopes of the foundation pit, is safe and reliable, saves great capital for project cost, and shortens the construction period.

Deep-foundation-pit container-type earth excavating and transporting method

The invention relates to a deep-foundation-pit container-type earth excavating and transporting method in the earth and rock engineering field. The deep-foundation-pit container-type earth excavating and transporting method includes the following steps: (a) placing an earth container (4) at the position of an excavation face in a deep foundation pit, (b) excavating earth, required to be excavated out, in the deep foundation pit, and loading the earth into the earth container (4), (c) lifting the earth container (4) to a transportation truck (6), and temporarily fixing the earth container (4) and the transportation truck (6), (d) transporting the earth container (4) to the expected position, (e) unloading earth masses inside the earth container (4), and (f) transporting the earth container (4) back, and completing one-time earth transportation. According to the deep-foundation-pit container-type earth excavating and transporting method, intensification excavation-out and outward transportation ...

Foundation pit supporting structure with first drawing bars

Concrete column cap reinforcing bar protection casing

A a steel supporting beam for subway foundation pit

Building foundation deep foundation pit excavation construction protection structure

Construction method of foundation pit earthwork

The invention relates to a construction method of foundation pit earthwork. When a construction site is small, steel lattice column support posts under intermediate trestle area support beams are intensive, the foundation pit has deep excavation, a vehicle ramp does not have enough horizontal length, an earthmoving vehicle can not go down to the pit bottom, and earthwork excavation construction is substantially difficult, excavation is carried out by heaping a soil island in the process of excavating a third layer and a fourth layer of the earthwork, a subgrade plate is inserted in both sides of center supports to retain earth, the soil island is heaped, the earthwork is excavated by way of the soil island by a long arm digging machine docked on a trestle. The method of the invention has the advantages of greatly improved excavation efficiency, shortened construction period, and obvious actual effect. The method is a preferred construction method of carrying out earthwork construction in ...

Connecting method of supporting beam at second path or under second path and vertical column pile in deep foundation pit of basement of building engineering

The invention discloses a connecting method of a supporting beam at a second path or under the second path and a vertical column pile in a deep foundation pit of a basement of building engineering, and relates to the technical field of building construction engineering. The connecting method comprises the following steps of: when a steel-bar cage on a pile body of the vertical column pile is manufactured, designing an elevation position at the supporting beam at the second path or under the second path, and welding and fixing a steel sleeve and a stirrup of the vertical column pile at the elevation position; and after the pile body is formed and an earthwork is excavated to the elevation position of an internal supporting beam at a corresponding path, chiseling concrete at the steel sleeve of the vertical column pile, exposing the steel sleeve completely, bending a steel bar at the end head of the supporting beam, and then welding with the steel sleeve. The connecting method disclosed by ...

Anti-blocking building foundation pit dewatering pipe pile

Expansion end of inclined single head

Temporary passage for staff getting in/out of foundation pit

The coastal areas of a deep foundation pit dewatering support construction method

Construction method of solderless self-centring steel inclined strut

The invention belongs to foundation pit design construction field, in particular to a construction method of a solderless self-centring steel inclined strut. During construction, firstly, welding an arch steel casket and an anchor reinforcing steel bar in a reinforcing cage of reinforced concrete underground continuous wall and plugging a joint casket by clay; then chiselling the clay in the jointcasket and inserting an inclined strut with a novel steel inclined strut when the foundation pit soil body is excavated to the pre-buried arch steel casket; subsequently, inflicting pre-inflicted back shaft force and forming a hinge support between the arch steel casket and the round end of the joint, and the aim of self-centring is achieved by automatically adjusting the included angle between the joint and the underground continuous wall according to shaft force direction. The method greatly improves reusage efficiency of steel shotcrete, effectively shortens inclined strut installation time ...

A work platform that is used for large -span deep basal pit unearthed perpendicularly

Foundation pit maintenance structure closely adjacent to existing building

Fully-recycled body expanding anchor rod and construction method for anchoring ground using same

The invention provides a fully-recycled body expanding anchor rod and a construction method for anchoring ground using the same. The fully-recycled body expanding anchor rod comprises a main machine rack, a sealed cladding bag and a non-adhesive steel strand, wherein the main machine rack comprises a grouting core pipe, an upper assembly, a lower assembly and a spiral stirrup; the top of the grouting core pipe is connected with a grouting recycled pipe, and the bottom of the grouting core pipe is provided with a one-way valve; the sealed cladding bag is sleeved outside the grouting core pipe and the spiral stirrup of the main machine rack; the both ends of the sealed cladding bag are respectively fixed on the upper assembly and the lower assembly; the non-adhesive steel strand is wounded outside the sealed cladding bag; the both ends of the non-adhesive steel strand extend outside the grouting core pipe; the middle part of the non-adhesive steel strand is adhered to the bottom of the lower ...

Deep foundation pit open cutting construction method

The invention discloses a deep foundation pit open cutting construction method, which is characterized in that vertically knocking steel plate piles are arranged on the inner side of four concrete annular beams under a foundation pit soil outlet, the upper end of the steel plate piles is positioned at the same level as the upper surface of the first concrete annular beam, the lower end of the steel plate piles exceeds the lower surface of the lowest concrete annular beam by a certain length, first step soil digging is started, the first concrete annular beam is constructed, at the time, the steel plate piles are knocked in, then, the second step soil digging is started, and a soil table at a preserved soil outlet is maintained without being dug and is used for locating a digging machine. During the construction of a section of second concrete annular beam under the soil outlet soil table, firstly, earthwork is pulled and dug under the first annular beam, the position of a section of annular ...

Lossless protection construction method and structure of urban area linear engineering foundation pit excavation pipeline

Supporting box under pit overexcavation condition and construction method thereof

Device for simulating water seepage of foundation pit under tidal action

The MTR deep foundation side wall interlayer water treatment method

Foundation pit protection punched steel plate net and construction method thereof

Constructing method for basic pit at the upper part of shield tunnel

The invention provides a constructing method for a basic pit at the upper part of a shield tunnel; the H-type steel inserted in a stake reinforces the soil body round the shield tunnel and encloses the basic pit; the stake provided in the pit is pumped and deformed; the separating stake divides the basic pit into plurality of small basic pits with width less than 8m; each basic pit is processing the digging by the barn jumping method; 2-4m soil is remained to the last layer of soil body for each basic pit; each small basic pit is divided into plurality of small blocks for digging the small blocks; after digging the small soil body, each small bottom plate is casted and each soil body is poured to compete the construction in 7 hours; the methods above can reduce the pumping and deformation while digging the basic pits to conform to the request of the shield tunnel and satisfy the requirement of the normal operation.

Construction method of sludge soil texture deep foundation pit excavation and pumping sand compacted backfilling

A construction method of sludge soil texture deep foundation pit excavation and pumping sand compacted backfilling comprises the following steps: first, measuring and positioning are conducted; second, a small foundation pit is artificially excavated in the middle of a deep foundation pit to be excavated; third, a suspension type sewage pump used for draining slurry is placed in the small foundation pit; fourth, deep foundation pit excavation construction is carried out; fifth, after the deep foundation pit excavation construction is completed, a section chief assigns unified inspection and acceptance of the position, size and slope of the deep foundation pit to a quality inspector, a technician and a surveyor; sixth, pumping sand compacted backfilling construction is carried out. The construction method of sludge soil texture deep foundation pit excavation and pumping sand compacted backfilling is quite convenient and rapid to use, solves various adverse factors and construction problems ...

Deep foundation pit construction safety risk assessment method and system

A is close to the construction of the foundation pit underground structure has supporting method

Design and construction method of underground reservoir shallow-buried tunnel foundation pit support structure in mountainous area

Timbering method of foundation ditches for reforming on-line equipment foundations in factory buildings

The invention provides a timbering method of foundation ditches for reforming on-line equipment foundations in factory buildings, which aims at overcoming the defects of the prior art. The timbering method comprises the following steps of: firstly, dismantling a part of old equipment foundations; secondly, selecting an enclosure wall for foundation ditches; thirdly, selecting and arranging a supporting system; fourthly, constructing a new structure sectionally; and fifthly, dismantling an old concrete foundation for temporary timbering. In the timbering method, the equipment foundation required to be dismantled is sufficiently utilized to form a controllable support distribution system centering on a column foundation and the equipment foundation, and the earth excavation and the structure construction of the on-line reforming foundation are safely and quickly finished in a quality assurance way. Meanwhile, the timbering method ensures on-line production and reduces the loss caused bycomplete ...

Construction process and equipment for downhole impacting high-pressure jet grouting pile

Rainwater saving device of foundation pit

Angle brace bracket

A natural freeze supporting method

A deep pit construction method

Supporting structure of suspending pile for foundation pit

Foundation pit protection device

Foundation pit anchor rope operating platform

Steel bar installation construction system for super-thick raft plate foundation and construction method of steel bar installation construction system

The invention relates to the field of building construction, in particular to an ultra-thick raft foundation steel bar installation construction system and a construction method thereof.The installation construction system comprises a support which comprises an elevation area support located on the flat ground and a plate descending area support with a bottom plate lower than that of the elevation area; the plate descending area support and the elevation area support are both formed by assembling a plurality of vertical rods and horizontal cross rods, concrete cushion blocks abut against the lower end faces of the vertical rods erected in the plate descending area and the elevation area, an interlayer is arranged between the concrete cushion blocks and the ground, a water collecting pit bottom is arranged in the plate descending area, and the water collecting pit bottom is arranged in the elevation area. The vertical rods and the horizontal cross rods are built together when the bottom ...

Foundation pit deformation monitoring method and system

The invention discloses a foundation pit deformation monitoring method and system, and the method comprises the steps: obtaining foundation pit monitoring data, determining a prediction index and a feature index of a foundation pit, carrying out the data preprocessing of the selected monitoring data, carrying out the feature extraction of the preprocessed foundation pit monitoring data through a variational auto-encoder, and constructing an original time series data set; and sliding the time window to construct a sample data set, inputting the sample data set into the trained LSTM model for training to obtain low-dimensional hidden features, performing model optimization on the LSTM model, and inputting a test set into the optimized LSTM foundation pit deformation prediction model. A mean square error, a mean absolute error and a decision coefficient are used as evaluation indexes to evaluate a model prediction effect, and the foundation pit deformation prediction model can make full use ...

Large-diameter cutting forming enclosure system and construction method

The invention belongs to the technical field of building construction, and particularly relates to a large-diameter cutting forming enclosure system and a construction method. The enclosure system comprises an outer cylinder and an inner cylinder which are coaxially arranged with a limiting center shaft as the center, the limiting center shaft is connected with a power assembly, the outer cylinder and the inner cylinder define an annular cavity, a supporting assembly is arranged in the inner cylinder, the supporting assembly comprises multiple layers of horizontal supports vertically arranged at intervals, and the multiple layers of horizontal supports are connected with the limiting center shaft. The center of each layer of horizontal support is fixedly connected with a limiting center shaft arranged in a full-length mode, vertical supports are arranged at the two ends of each horizontal support respectively and arranged in the annular cavity, the limiting center shafts are fixedly connected ...

Tubular grouted ground anchor - has perforations for passage of cement grout and end load spreading plate (BR310876)

DRILLING MACHINE PROVIDED WITH AN ANCHORING DEVICE TO A HORIZONTAL DISPLACEMENT OF THE DRILLING MODULE ANCHORED IN POSITION

PROCESS TO DIG THE GROUND UNINTERRUPTED AND TO VERTICALLY TRANSPORT SPOIL AND INSTALLATION FOR THE IMPLEMENTATION OF THIS PROCESS

DRILLING MACHINE PROVIDED WITH AN ANCHORING DEVICE TO A HORIZONTAL DISPLACEMENT OF THE DRILLING MODULE ANCHORED IN POSITION

L'invention concerne porte sur une machine de forage (10) pour forer un sol (S) selon une direction de forage (F) verticale, comportant : un module d'ancrage (30) ayant une face avant (32) et une face arrière (34), le module d'ancrage comportant au moins un dispositif d'ancrage (40) qui comprend au moins un patin d'ancrage avant (42) et au moins un patin d'ancrage arrière (44) déployables selon une direction de déploiement (D1) qui est transversale à la direction longitudinale (L) de la machine de forage (10), de façon à prendre appui contre des parois (P1, P2) de l'excavation (E) pour immobiliser le module d'ancrage (30) dans le sol. Le dispositif d'ancrage (40) comporte en outre : un bâti (70) portant les patins d'ancrage avant (32) et arrière (34), le bâti (70) supportant le module de forage (50) ; un dispositif actionneur auquel sont fixés les patins d'ancrage avant et arrière (34), le dispositif actionneur étant mobile par rapport au bâti (70) selon une direction de déplacement (D2 ...

Strut Preloading Jack and Structure for Supporting Strut using thereof

seed net adopting seed line made of cornstarch

A construction method of concrete retaining wall using anchor

THE BLOCK FOR CONSTRUCTION

APPARATUS FOR MOUNTING EARTH PANEL

SLOPE CAVE HOUSING CONSTRUCTION METHOD AND SLOPE CAVE HOUSING CONSTRUCTION CONSTRUCTED BY CONSTRUCTION METHOD

The present invention relates to a slope cave housing construction method and a slope cave housing construction constructed by the construction method. The slope cave housing construction method of the present invention comprises: a step of digging a slope on a slope that is inclined at a slope of 70-80° for construction of a slope cave house; a basic cave excavation stage in which excavation is carried out at a depth of 5-7 m on the excavated basic excavation; a basic construction stage of the cave to carry out a foundation work on the cave which has excavated; and a base building structure construction step of constructing a base building structure which is a structure of a cave house on a portion where the foundation construction is completed. Accordingly, the present invention is able to provide an effect of reducing construction costs due to the reduction of air. COPYRIGHT KIPO 2017 (S11) Step of digging a cave on a slope (S12) Basic cave excavation stage (S13) Basic construction stage ...

Coupling Structure of Supporting Beam

SAFETY DEVICE FOR INSTALLING SOIL RETAINING PLATE

The present invention relates to a safety device for installing a soil retaining plate, consisting of: a main supporting part (110) which horizontally combines a slide support (111) between H-beams (10) sequentially installed, and forms supporting blocks (112) on left and right sides of the slide support (111) to be coupled to the H-beams (10); a main blocking frame (120) which is coupled to an upper side of the slide support (111) of the main supporting part (110), and blocks upper earth and soil by sliding in every direction; and a shooter plate (140) coupled to the supporting blocks (112) of the main supporting part (110) to be slanted so as to guide back-filling of earth and soil. Accordingly, since the main blocking frame, an auxiliary blocking frame, or each blocking slide plate is controlled by moving the blocking slide plate forward to a cut ground surface in accordance with a condition of the cut ground surface, earth and soil or falling rocks on an upper part may be effectively ...

Soil Compactor for having angle adjustment device

Wire fixing

SAFETY DEVICE FOR INSTALLING SOIL RETENTION PLATE

The present invention relates to a soil retention plate installing device for successively fitting and installing soil retention plates between H-beams that are installed upright. The present invention provides a safety device for installing a soil retention plate, the safety device being characterized by comprising: a main support portion for horizontally fastening a slide support rack between H-beams that are installed successively, forming support blocks on the left and right sides of the slide support rack, respectively, and coupling the same to the H-beams; a main blocking frame coupled to the upper side of the slide support rack of the main support portion and configured to slide in the forward/backward/leftward/rightward direction so as to block overlying soil; and a shutter plate inclined and coupled to the support blocks of the main support portion so as to guide backfill soil.

FOUNDATION SURROUNDING MEANS AND METHOD FOR CREATING A FOUNDATION SURROUNDING MEANS

The invention relates to a foundation surrounding means and a method for creating a foundation surrounding means, wherein a substantially vertical surrounding wall formed by diaphragm wall panels is created in the ground, the vertical butt joints of which are sealed by a joint sealing band, the ground is excavated within the surrounding wall, and a substantially horizontal base plate is provided adjoining the surrounding wall. According to the invention, a receiving hole extending to the joint sealing band is introduced into the surrounding wall at at least one vertical butt joint between two adjacent diaphragm wall panels, and a sealing element for forming a horizontal seal is introduced into the receiving hole.

РАБОЧИЙ ОРГАН И СПОСОБ ФОРМИРОВАНИЯ ПРОФИЛИРОВАННОГО КОТЛОВАНА

... 1. Рабочий орган для формирования профилированного котлована, включающий установленные коаксиально рабочие оболочки, имеющие внутри по нижнему краю опорные элементы, отличающийся тем, что орган снабжен оголовком, установленным над верхними частями рабочих оболочек, направляющей оболочкой, установленной коаксиально внутри рабочих оболочек и имеющей в нижней части пяту заданного профиля, и пятами, укрепленными на опорных элементах рабочих оболочек, при этом пяты рабочих оболочек выполнены толщиной, равной расстоянию между оболочкой, которой принадлежит пята, и соседней внутренней оболочкой, и профилем, единым с профилем пяты направляющей оболочки. 2. Рабочий орган для формирования профилированного котлована по п.1, отличающийся тем, что оголовок выполнен в виде перевернутого стакана. 3. Рабочий орган для формирования профилированного котлована по п.1 или 2, отличающийся тем, что он имеет n рабочих оболочек, оголовок снабжен n цилиндрами, укрепленными на дне стакана коаксиально внешним его ...

СПОСОБ ВОЗВЕДЕНИЯ ФУНДАМЕНТА

... 1. Способ возведения фундамента, включающий формирование котлована с уплотненными стенками грунта в виде щелевой полости путем погружения рабочего органа в грунт перпендикулярно дневной поверхности, расхаживания рабочего органа в перпендикулярной к дневной поверхности плоскости, и заполнение котлована твердеющим раствором, отличающийся тем, что в качестве рабочего органа используют один или несколько стержней, формирование котлована осуществляют расхаживанием стержня с пошаговым смещением положения плоскости расхаживания путем изменения направления силы, прилагаемой к верхней части стержня, процесс повторяют до смыкания полученных в результате щелевых полостей, после чего проводят раскатывание котлована путем перемещения стержня по стенкам котлована, при этом расхаживание и раскатывание многократно повторяют с увеличением амплитуды расхаживания стержня и возрастанием по абсолютной величине прилагаемой силы до формирования заданной формы котлована и механических характеристик его стенок.

Способ прокладки линий электропередач

PROCEDURE FOR BRINGING A WALL INTO A GROUND

VORRICHTUNG ZUM FOERDERN VON ERDREICH

SHEETING BOARD FOR A CHANNEL SHEETING

SHEETING PLATE IN BOX BUILDING METHOD

Method and apparatus for creating areas of greenery

Construction method for protecting overpass structure around deep foundation pits

The invention discloses a construction method for protecting the overpass structure around deep foundation pits, which is intended for the overpass, and comprises the following steps of: constructing a envelop enclosure of long deep foundation pits close to the overpass; Reinforcing the bottom of the deep foundation pits; constructing isolation piles inside and outside the deep foundation pits within the bearing platform range of the overpass; establishing a deep foundation pits support system; Digging the long strip deep foundation pits; And carrying out structural construction on the long strip deep foundation pits. The method can effectively reduce the long side effect of the long strip foundation pit; It can effectively reduce the influence of heavy load around the foundation pits on the envelop enclosure and elevated pier; It can ensure no loss of supporting axial force and strengthen the supporting system; It can reduce the deformation data of foundation pits at the end of construction ...

Arch bridge abutment tunnel type large-angle inclined pile construction method

The invention discloses an arch bridge abutment tunnel type large-angle inclined pile construction method comprising the following steps: an inclined pile is divided into an upper step and a lower step which are separately excavated by weak blasting, the top half circle and the straight wall are 2-3m in total and are excavated first as the upper step, and the lower step begins to be excavated after the upper step is excavated 3-5m; inclined pile slag is extracted by a reciprocating circulation slag extractor, pile slag of the upper step is transshipped by the slag extractor to the bottom of the lower step and then conveyed from the bottom of the lower step to the outside of a hole, and the hole is cleaned manually; after excavation of each section of each step is completed, breast wall support is completed in time in a mode of breast wall anchoring and shotcreting support through a mortar rock bolt, a steel mesh, an I-shaped steel arch and sprayed concrete; and holing quality detection ...

Construction method for performing bottom plate support replacement on foundation pit by using annular plate

The invention relates to a construction method for performing bottom plate support replacement on a foundation pit by using an annular plate. The construction method comprises the following steps of: 1, constructing an enclosing structure and a support and excavating earth to the bottom surface of the foundation pit; 2, performing construction to pour concrete of the annular plate and a ring beam and basic joints of a central area steel structure; 3, when the concrete strength of the annular plate and the ring beam meet the requirement, detaching the support above the bottom plate; and 4, performing construction to pour the bottom plate of the central area and install a main body steel structure. By the method, a stable stressed structure formed by the annular plate and the annular beam is used for changing support of the bottom plate; and the bottom plate support can be changed when the bottom plates in the central area are not finished, so that the construction period of the central area ...

Ultra-deep foundation pit earth excavation platform structure and construction method thereof

Supporting structure for pit-in-pit with local fluidal plastic sludge soil mass and construction method of supporting structure

Underground high-water-level deep foundation pit backfilling method

Foundation ditch excavation platform under cushion cap construction water of bridge deep water basis

Prestressed anchor foundation pit support and construction method

The invention discloses a prestressed anchor foundation pit support and a construction method. The prestressed anchor foundation pit support is characterized in that inner anchoring section pouring quick setting and early-strength cement cartridge anchor agent are adopted during the construction of a prestressed anchor, early-strength cement is used for a gird, economic cement mortar is poured in a tensioning section, and anchor tensioning is achieved in such as way that a screw cap is screwed down with a torque wrench to be clocked. The construction method comprises the steps of anchor hole positioning, hole drilling, hole clearance, anchor fabrication, anchoring agent pouring into anchor hole, anchor installation, gird pouring, anchor tensioning, tensioning section pouring and construction monitoring. The invention has small space for the construction and operation, and is suitable for all topographic forms and sites. The inner support is replaced bythe anchor, thus the construction cost ...

Modular Green Roof System

An improved modular green roof system for installation on a roof includes: (a) trays, each having a surface chosen from the group of sidewall, bottom and a combination of such surfaces, and having drainage openings that limit the movement of planting media through the surface while promoting maximum root growth and water and moisture transport through the surface, (b) a water management passage, (c) a structural member that extends across each of the trays and attaches to the opposing bottom sidewall to provide rigidity to each tray, (d) locking members for use with the trays, and wherein each of the trays have a locking opening configured to accommodate one of the locking members, (e) stacking members for use with the trays, and wherein each of the trays have a stacking opening configured to accommodate the insertion of one the stacking members, (f) a slope stabilization device, a portion of which is configured to be accommodated in water management passages, and (g) a water retention medium configured for placement below and in direct contact with the tray's bottom surface.

Machinery Foundation Module

An assembly for supporting machinery and a method for installing the same is disclosed. A frame module including: a base with at least one attachment location, the attachment location for receiving the machinery; and a plurality of frame members affixed to the base, wherein at least one of the frame members defines a plane corresponding to a wall. A foundation has first and second sections and is disposed around the frame module. A portion of the frame module is at least partially submerged within the foundation. The machinery has at least one flange for affixing the machinery to the foundation at the attachment location. The first section of the foundation is disposed below an outside surface of the base and the second section of the foundation defines the wall of the foundation. 1. An assembly for supporting machinery comprising:a frame module including: a base with at least one attachment location, the attachment location for receiving the machinery; and a plurality of frame members affixed to the base, wherein at least one of the frame members defines a plane parallel to a wall;a foundation having first and second sections, wherein the first section is disposed below an outside surface of said base and the second section defines the wall of the foundation;a portion of said frame module at least partially submerged within said foundation;the machinery having at least one flange for affixing said machinery to said foundation at the attachment location.2. The assembly of wherein each attachment location includes at least one hole for receiving a bolt there through to affix the machinery to the foundation.3. The assembly of further comprising a machinery hole in said base claim 2 , said machinery hole adapted to receive a portion of the machinery there through.4. The assembly of further comprising:a pit disposed below said machinery hole wherein at least a portion of the machinery is adapted to operate in said pit.5. The assembly of further comprising:a pit member ...

METHOD FOR PRODUCING A SEALING BASE IN THE GROUND

The invention relates to a method for producing a sealing base in the ground in which by injection of a curable grouting compound a plurality of sealing elements is produced in a first soil layer, which elements adjoin one another or overlap, wherein the plurality of sealing elements forms a solid base plate following curing of the grouting compound. It is provided according to the invention that in a second soil layer, which lies beneath the first soil layer for the solid base plate, a gel base is created by injection of a sealing gel, and that the solid base plate and the underlying gel base form the sealing base. The invention further relates to a correspondingly produced sealing base. 1. Method for producing a sealing base in the ground ,in which by injection of a curable grouting compound a plurality of sealing elements is produced in a first soil layer, which elements adjoin one another or overlap, wherein the plurality of sealing elements forms a solid base plate following curing of the grouting compound,characterized in thatin a second soil layer, which lies beneath the first soil layer for the solid base plate, a gel base is created by injection of a sealing gel, andthat the solid base plate and the underlying gel base form the sealing base.2. Method according to claim 1 ,characterized in thatthe base plate is anchored in underlying soil layers by anchoring means.3. Method according to claim 1 ,characterized in thatfirst the gel base and then the base plate is created.4. Method according to claim 1 ,characterized in thata suspension containing cement, in particular a cement-bentonite suspension, is used as a curable compound.5. Method according to claim 1 ,characterized in thatthe curable grouting compound and/or the sealing gel are injected by means of a grouting lance, which is introduced into the ground as far as the envisaged soil layer.6. Method according to claim 1 ,characterized in thatthe sealing gel contains silicate, water glass and/or silica sol ...

INTERLOCKING MODULAR PLANTING SYSTEM FOR ROOF APPLICATIONS

A method of installing a green roof planter assembly includes providing first and second planter modules each including a bottom wall and a plurality of side walls that cooperate with the bottom wall to form an interior space adapted to receive plant matter therein, wherein at least a pair of the plurality of side walls cooperate to form a corner therebetween, the corner defining a length therealong, and each planter module including a first relief located along the length of the first corner, positioning the corners of the planter modules proximate one another, providing a coupling member, and inserting the coupling member into the reliefs of the planter modules, thereby inhibiting vertical movement of the planter modules with respect to one another. 1. A method of installing a green roof planter assembly , comprising:providing a first planter module including a bottom wall and a plurality of side walls that cooperate with the bottom wall of the first planter module to form an interior space of the first planter module adapted to receive plant matter therein, wherein at least a pair of the plurality of side walls of the first planter module cooperate to form a first corner therebetween, the first corner defines a length therealong, and wherein first planter module includes a first relief located along the length of the first corner;providing a second planter module including a bottom wall and a plurality of side walls that cooperate with the bottom wall of the second planter module to form an interior space of the second planter module adapted to receive plant matter therein, wherein at least a pair of the plurality of side walls of the second planter module cooperate to form a second corner therebetween, the second corner defines a length therealong, and wherein the second planter module includes a second relief located along the length of the second corner;positioning the first corner of the first planter module and the second corner of the second planter module ...

Planter box, multipurpose diacolation pipe and method for soil drainage and irrigation

A planter box for holding planting soil includes a box body having a bottom wall, a sidewall and an open top. An anti-clog drainage and irrigation pipe is mounted across and above the bottom wall. The pipe includes a water inflow and outflow opening formed at a lower portion and extending along the length of the pipe. Two flow-guiding plates extend from two longitudinal sides of the water inflow and outflow opening towards an interior of the pipe body to form two overflow troughs in the pipe. During rainy day, the pipe is used for drainage. During sunny days, water can be supplied to the pipe for irrigation. A method for soil drainage and irrigation is also disclosed.

Modular tray

A modular tray is provided for covering a portion of a surface with vegetation in a growth medium. The tray includes a pair of sidewalls, and a lower end wall and an upper end wall extending between and interconnecting the ends of the sidewalls such that the walls define a perimeter of the tray. A bottom wall extends between and interconnects the ends of the sidewalls and the lower end wall and extends in a plane disposed at an angle with the respect to the longitudinal axis of the sidewalls. Each of a plurality of platforms extends between and interconnects the sidewalls and are disposed at an angle with respect to the longitudinal axis of the sidewalls. Each of a plurality of risers extends between the rear edge of a platform to the front edge of an adjacent platform. The tray is water impermeable for accommodating the growth medium and vegetation.

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 ...

PORTABLE GOLF PRACTICE SWING SURFACE

A portable golf practice swing surface is provided. The portable golf practice swing surface has a base for receiving a segment of real sod. A securing strip secures the sod to the base, for example, along three of the exterior edges of the top of the sod. A plurality of securing devices, such as screws, then secure the securing strip to the base, therein locking the sod to the base. In an embodiment the securing strip has a plurality of teeth for better gripping the sod. The device allows a user to practice a golf swing on real grass and further allows the grass to be changed for fresh grass once worn. A rotatable handle may be provided which allows for the easy movement of the portable golf practice swing surface. 1. A portable surface for practicing a golf swing comprising:a base unit having a front, a back, a first side, a second side, a top surface and a bottom surface and wherein the top surface of the base unit is capable of receiving a piece of sod; anda securing strip wherein the securing strip is capable of securing the sod to the top surface of the base unit wherein the securing strip has a first edge, a second edge and a third edge and wherein the third edge partially is inserted into the sod to secure the sod to the top of the base unit and wherein the second edge of the securing strip is the top surface of the securing strip.2. The portable surface for practicing a golf swing of further comprising:at least one drainage hole located on the base unit wherein the drainage hole is capable of allowing excess water to drain from the sod.3. The portable surface for practicing a golf swing of further comprising:a plurality of spikes on the top surface of the base unit wherein the plurality of spikes are capable of securing the sod to the base unit.4. The portable surface for practicing a golf swing of further comprising:a height of the plurality of spikes wherein the height of the plurality of spikes is less than a thickness of the sod.5. The portable surface ...

CONSTRUCTION METHOD

The invention relates to a construction method, in which an excavation pit is produced in the ground and in the excavation pit foundation elements are produced at predetermined working points with at least one working apparatus. According to the invention provision is made in that in a computer unit the dimensions of the excavation pit, the working points and the dimensions of the at least one working apparatus are entered and in that in the computer unit a required workspace for the at least one working apparatus and an open space in the excavation pit are determined automatically. 1. A construction method , in whichan excavation pit is produced in the ground andin the excavation pit foundation elements are produced at predetermined working points with at least one working apparatus,whereinin a computer unit the dimensions of the excavation pit, the working points and the dimensions of the at least one working apparatus are entered andin the computer unit a required workspace for the at least one working apparatus and an open space in the excavation pit are determined automatically.2. The construction method according to claim 1 ,whereinas working apparatus a pile drilling apparatus, an anchor drilling apparatus and/or a diaphragm wall apparatus is used.3. The construction method according to claim 1 ,whereinas foundation element a foundation pile, a tension anchor, an injection anchor and/or a diaphragm wall is produced.4. The construction method according to claim 1 ,whereinfor the determined spaces it is specified which part is provided as driveway or storage space.5. The construction method according to claim 1 ,whereina display means is provided, with which the workspace and/or the open space in the excavation pit is displayed.6. The construction method according to claim 5 ,whereinthe display means comprises an optical projection element, in particular a laser.7. The construction method according to claim 1 ,whereina working sequence can be entered into the ...

综合管线保护体系支撑体系施工方法

综合管线保护体系支撑体系施工方法，包括以下步骤：在支撑土方上挖设多个间隔分布的立柱孔，将多个立柱分别安装于该多个立柱孔中；在该立柱的一侧固设贝雷架支座，在贝雷架支座上方安装贝雷架，利用一槽钢穿设并支撑于贝雷架上，该槽钢位于地面管线下方并用于支撑地面管线；在埋地管线上设置悬吊组件，该悬吊组件的上端固定于所述槽钢上；开挖支撑土方并进行工程基坑支护施工；施工完毕后，分别在地面管线和埋地管线下方设置支撑座，并且拆除悬吊组件、槽钢、贝雷架、贝雷架支座和立柱；回填支撑土方。本发明解决了在工程基坑支护施工过程中所造成周边建筑物的临时停水、停冷、停气等不良影响；并保证了工程的基坑支护施工能够顺利地施工。

A kind of suspension type goes along with sb. to guard him the deep reversed construction method for greatly enhancing foundation pit fabricated construction

本发明涉及建筑地下工程领域，具体涉及一种悬挂式围护深大长基坑装配式结构的逆作施工方法，包括：（一）设计计算、（二）基桩工程施工、（三）地下水控制、（四）基坑围护的施工、（五）地下室加固防渗层的构建、（六）逆作施工和（七）楼板结构施工几个步骤。发明所述的一种悬挂式围护深大长基坑装配式结构的逆作施工方法，基坑施工质量容易控制，地下室的防水好并易于监测，品质控制以及检修维护容易。

Structure for shoring of foundation trench and construction method

本发明公开了一种基坑支护的结构及施工方法，该需进行支护施工的基坑由一中间基坑以及该中间基坑两侧的两侧基坑组成，该施工方法包括以下步骤：a.开挖基坑的土方至中间基坑的基底标高处；b.施工中间基坑的基础桩，以及中间基坑外围处两侧基坑的支护桩；c.在中间基坑的基底标高处施工中间基坑的结构底板；d.开挖两侧基坑的土方至设置一道预应力的对拉锚索位置处，并在该位置两侧基坑之间施工一道预应力的对拉锚索；e.重复步骤d自上而下开挖两侧基坑的土方并依次施工各道预应力的对拉锚索，直至两侧基坑的基底标高处。

Folwerpot Modume

The present invention relates to a flowerpot module, and more specifically, comprises: a lower frame which has a plurality of support protrusions in a rear surface, a plurality of lower draining holes along an outer circumference of the rear surface, a plurality of side draining holes in an upper part of a side, and a rectangular storage frame provided in the top surface inside the lower draining holes coupled thereto and is formed in a box shape with an upper side open; and an upper frame which has a plurality of upper draining holes in a rear surface and a groove in an outer circumference of the rear surface, and an opened upper side thereof coupled to the lower frame, and is formed in a box shape. The present invention further comprises a plurality of partition walls having flow paths in a lower part thereof and formed in the horizontal or vertical direction inside the storage frame. The support protrusions become lowered from an outer circumference of the rear surface of the lower frame to a center of the same and are formed such that a rear surface of the upper frame comes into contact with the top surface of the partition wall. In addition, a partition cut groove formed as V-shape is formed in a center of an upper side of the partition wall. Accordingly, the present invention can build urban flower gardens in various shapes and volumes or a garden facility, and perform a stable water supply so that plants for display or edible plants in pots can smoothly grow.

panal structure having plural of holes for wall greening

본 발명은 벽면 녹화용 다공 패널에 관한 것으로, 벽체(1)에 다공패널(7)을 착탈 가능하게 형성하되, 다공패널(7)은, 구멍(11)이 형성된 구분벽(25)을 갖추고 있으며, 그 측부에는 측벽(28)을 형성하며, 다공패널(7)의 테두리에는 상플랜지(26)와 측플랜지(27)를 구성하는 것을 특징으로 하며, 상기한 다공패널(7) 하부에는, 결합공(22)을 갖는 부착판(21)이 형성된 U형 물받이(13)를 설치하는 것을 특징으로 하며, 상기한 구분벽(25)과 벽체(1) 사이는 수납통(4)이 형성되어, 이 수납통(4)에 상부가 개방된 부직포자루(8)로 감싼 성형배양토(19)를 넣을 수 있게 구성한 것을 특징으로 하며, 상기한 구분벽(25)에는 돌출고리(6)가 형성되어, 지피식물을 고정할 수 있게 구성한 것을 특징으로 하며, 상기한 벽체(1)에 설치하는 다공패널(7) 중, 최상층에 설치하는 다공패널(7)에 투입된 배양토에는 초화류를 심어 화단으로 활용할 수 있게 구성한 것을 특징으로 하며, 상기한 벽체(1)에 설치하는 다공패널(7)은 벽체(1)의 상부에 설치하는 것 보다 하부에 설치하는 다공패널(7)이 더 큰 크기로 구성되는 것을 특징으로 하며, 상기한 벽체(1)의 하부 저면이 콘크리트로 포장된 경우에는 수분과 공기의 환류를 위해, 천공부(30)를 형성하고, 그 위에 흙을 채워 벽돌(15)을 쌓아 화단(17)을 구성하는 것을 특징으로 한다. The present invention relates to a porous panel for wall recording, wherein the porous panel (7) is detachably formed in the wall (1), the porous panel (7) is provided with a partition wall (25) formed with holes (11) The side portion 28 is formed on the side thereof, and the upper flange 26 and the side flange 27 are formed at the edge of the porous panel 7, and the lower portion of the porous panel 7 is coupled to the lower portion. The U-shaped drip tray 13 is provided with an attachment plate 21 having a ball 22. A storage container 4 is formed between the partition wall 25 and the wall 1, The storage container 4 is characterized in that the molded culture soil (19) wrapped with a non-woven bag (8) of the top is open, characterized in that configured to accommodate, the partition wall 25 is formed with a protruding ring (6), It is characterized in that it is configured to be able to fix the ground cover plant, and the porous panel (7) installed on the above-mentioned wall (1), to the porous panel (7) installed on the top floor Characterized in that the cultured soil is planted with plants to be utilized as a flower bed, characterized in that the porous panel 7 to be installed on the wall (1) is a porous panel to be installed in the lower than the upper portion of the wall (1) ...

A kind of deep soft soil layer major diameter open caisson construction method

本发明公开了一种深厚软土地层大直径沉井施工方法，包括以下的施工步骤：施工准备，包括物料准备及设备准备；设置水泥搅拌桩，沿沉井井壁施打深层水泥搅拌桩，使得深厚软土地层形成复合地基；设置注浆孔，在水泥搅拌桩外设开设注浆孔；基坑开挖，按照图纸在复合地基上开挖基坑；制作沉井；沉井开挖下沉，沉井采用二序开挖的方式分段下沉；封底施工，沉井稳定下沉至设计标高后，对沉井底部进行封底施工。该种深厚软土地层大直径沉井施工方法可放置沉井超沉、沉井倾斜等情况发生，具有实施成本低、实施难度低、安全可靠、施工质量好等现有技术所不具备的优点。

Earth excavation method for foundation pit groups at different depths on two sides of operation subway

本发明的运营地铁两侧不同深度基坑群土方开挖方法，地铁两侧分别设有深基坑和浅基坑，包括如下步骤：以所述浅基坑的底标高为深浅分界线，将所述深基坑分为高于所述深浅分界线以上的浅层区以及低于所述深浅分界线以下的深层区；对所述浅基坑以及所述深基坑的浅层区进行土方开挖，对所述浅基坑和所述深基坑的浅层区的土方进行水平分块，由远离所述地铁向靠近所述地铁的方向进行逐块、分层、相对开挖；对所述深基坑的深层区进行土方开挖，对所述深层区以所述浅层区为基准进行水平分块，由远离所述地铁向靠近所述地铁的方向进行逐块、分层开挖。本发明解决了地铁两侧不均衡开挖导致的侧向变形的技术问题。

A use plant culture the structure of development a green tract of land

본 발명은 암반 또는 모래나, 콘크리트지역으로 식물이 자라기 부적합한 지역에 환경 친화적 기법으로 녹지를 조성하는 구조에 관한 것이다. The present invention relates to a structure for forming greenery by environmentally friendly techniques in areas where plants are not suitable to grow into rock or sand or concrete areas. 더욱 상세하게는, 일 예로서 콘크리트로 된 옥상 바닥에 식생토와 씨앗이 수용되도록 구성되는 적정수의 식생시트를 깔고 그 가장자리에 식생토의 유실을 방지하기 위한 사각의 벽체를 접착 고정시키되 벽체의 다수부위에 식생토의 유실은 억제하면서 유입된 물을 배수할 수 있도록 개구부에 착탈되는 걸름망과 배수된 물을 옥상의 배수트랩으로 안내하기 위한 배수 안내관으로 구성되는 배수구조를 구비하도록 한 것으로, More specifically, as an example, a suitable number of vegetation sheets are formed on the rooftop of the concrete to accommodate the vegetation soil and seeds, and the square walls are fixed to the edges to prevent the loss of vegetation soil. To prevent the loss of vegetation soil in the site to provide a drainage structure consisting of a strainer that is detached from the opening to drain the incoming water and a drain guide tube for guiding the drained water to the roof drain trap, 식생 시트상에 에어포켓형태로 돌출 형성되는 다수의 지지돌부를 두어 기등역할을 하도록 함으로써 식생토와의 접촉면적을 증가시킴에 따른 토양의 홀딩 지지기능을 발휘하도록 하여 식생토가 안정된 수용 상태를 유지할 수 있도록 함과 아울러 식물의 발아 및 생육조건을 모두 갖춘 상태에서 시공하게 되는 것이므로 녹지조성에 소요되는 기간이 단축될 수 있게 됨은 물론 시공작업이 간편하여 소요 비용이 크게 절감될 수 있게 됨으로써 실용성을 향상할 수 있도록 한 것이다. By holding a plurality of support protrusions protruding in the form of air pockets on the vegetation sheet to play a role, the vegetation soil maintains a stable acceptance state by exerting a holding support function of the soil as it increases the contact area with the vegetation soil. In addition, it is possible to shorten the time required for greening as it is constructed under all the germination and growth conditions of plants. It is to be done. 옥상, 식생시트, 식생토, 벽체, 걸름망, 배수구조, 지지돌부. Rooftop, vegetation sheet, vegetation soil, wall, sieve net, drainage structure, supporting protrusion.

Method of producing lightweight sod

본 발명은 식물 뿌리의 생장점을 손상시키지 않는 방식으로 잔디 기타 지피식물을 재배하는 방법에 관한 것으로서, 본 발명에 의하면, 분해성 천연수지 또는 분해성 천연수지와 합성수지의 화합물을 사용함으로써 친환경적인 방법으로 지피식물군의 뗏장을 생산함과 동시에, 수분 비료 등의 흡수성, 보존성이 뛰어난 제올라이트(zeolite), 토탄(peat), 피트모스(peatmoss), 버미큘라이트 (vermiculite), 펄라이트(perlite), 왕겨, 숯 기타 지피식물의 생장에 필요한 각종 무기-유기물질 등을 혼합한 기능성 전용상토를 사용함으로써, 종래의 기술보다 환경친화적이고 조기수확이 가능하며, 보다 경량화시킨 롤형 또는 매트형 지피식물의 뗏장을 생산하는 방법을 제공한다. The present invention relates to a method for cultivating grass and other skin plants in a manner that does not impair the growth point of the plant roots, according to the present invention, by using a compound of degradable natural resins or compounds of degradable natural resins and synthetic resins Zeolite, peat, peatmoss, vermiculite, perlite, chaff, charcoal and other hulls of plants are produced at the same time as the production of military turf. By using functional soils mixed with various inorganic-organic materials required for growth, it provides an environment-friendly, early harvest, and a lighter-weight turf of rolled or mat-like skin plants than conventional technologies. .

Deep foundation pit construction risk control structure and method for collapsible loess adjacent building

本发明公开了湿陷性黄土临近建筑物的深基坑施工风险控制结构及工法，工法包括S1.施工准备和定位；S2.对冲抓钻灌注桩进行施工；S3.开挖冠梁基坑，凿除冲抓钻灌注桩桩头，并进行冠梁施工；S4.基坑开挖前，对基坑坡顶周边土体设置防排水结构；S5.开挖基坑土方；S6.在开挖过程中，边开挖边喷射桩间混凝土；S7.加固基坑底部；本工法在传统的基坑围护桩支护基础上，通过加入基坑顶部、底部排水措施，对基坑坑底土体采取了加固处理，多种措施相结合，在处理湿陷性黄土不良地质特性方面取得了良好的效果，保证基坑自身和周边建（构）筑物变形稳定性，为同类基坑工程施工提供了依据，具有施工过程简单、支护效果好的特点。

Foundation pit supporting structure and earth excavation construction method

本发明涉及一种基坑支护结构，属于建筑施工技术领域，包括基坑，设置于基坑周边土体内的灌注桩和若干的与基坑侧壁相贴的支护板，所述支护板上穿设有若干的与灌注桩固定连接的锚杆，所述基坑的底壁并排固定插设有若干的固定桩，所述固定桩上固定设置有固定板，所述支护板与固定板通过固定组件固定连接；所述支护板的两侧沿高度方向开设有卡槽，相邻支护板的两侧设置有用于与卡槽卡接的卡块。安装支护板时，通过卡块插入卡槽，使得相邻支护板之间实现卡接固定，替代了传统的焊接固定方式，方便了基坑支护结构在基坑中的安装和拆卸，特别是相邻支护板间的安装和拆卸；通过固定组件使支护板与固定板连接固定，节约基坑施工空间。

Electric power tower pole base installation device

本发明提供一种电力塔杆基座安装装置，涉及塔杆架设设备技术领域，其包括移动小车，设置在所述移动小车上的基坑开挖机构，设置在移动小车上的承载仓，设置在所述移动小车上且与所述承载仓相配合的安装机构，设置在移动小车上且与所述基坑开挖机构相配合的平衡机构，设置在移动小车上且与所述安装机构相配合的浇筑机构，以及设置在移动小车上用于控制基坑开挖机构、安装机构、平衡机构和浇筑机构的控制机构；不仅能够减少施工人员的数量，而且能够高效稳定且安全快速的进行基坑开挖，能够现场实现基座的浇筑，从而获取结构稳定的塔杆基座。

Foundation pit excavation method

一种基坑开挖方法，所述基坑(10)位于至少具有上层(30)和下层(40)的土壤(20)中，所述方法包括以下步骤：a)改变所述下层(40)的流动性；b)移除改变流动性后的所述下层(40)；c)所述上层(30)响应所述下层(40)的移除而相对于所述土壤(20)的表面向下移动。

Soft soil foundation pit bottom in-situ curing method and soft soil foundation pit bottom curing structure

本发明公开了一种软土基坑坑底就地固化方法及软土基坑坑底固化结构，属于软土地基加固技术领域，其通过在基坑开挖区域的外侧设置由支护桩和止水桩组成的支护体系，并在基坑坑底的软土层表面加入固化剂，利用坑底表面软土层的搅拌成型，使得基坑坑底能够形成由硬壳层和被动加固层组成的表面固化层，进而形成稳定的基坑坑底结构。本发明的软土基坑坑底就地固化方法，其施工步骤简单，操作简便，能够得到结构稳定的软土基坑坑底固化结构，为基坑内后续施工机械的入场提供了平整、稳定的基坑底面，确保了软土基坑内相关施工的安全性和可靠性，减少了淤泥的开挖量和弃方量，提升了软土基坑施工的经济性和环保性，具有较好的推广价值和应用前景。

Deep basement support

本发明公开了一种深地下室支护，其特征是一层钢立柱基础桩、二层钢立柱7基础桩利用工程桩，内圈环根据工程桩布置情况进行设置；外圈环根据地下室平面情况进行布置，外圈环与支护排桩的内侧相切，外圈环是椭圆形或者圆形；一层地下室内圈环梁所形成的面积为7～18M 2 ，二层地下室内圈环梁所形成的面积为20～35M 2 ；一层地下室内圈环梁和二层地下室内圈环梁截面尺寸相同，一层地下室内圈环梁和二层地下室内圈环梁高度为500～700mm，一层地下室外圈环梁和二层地下室外圈环梁高度为500～700mm；一层对撑、二层对撑和角撑采用混凝土梁或者钢梁，一层钢立柱截面和二层钢立柱截面相同，一层钢立柱和二层钢立柱截面为正方形，正方形边长为800～1000mm。

Planter support frame device

Provided is a planter support frame apparatus in which a strong green-planted artificial ground can be formed with a simple structure and a high construction freedom. The planter support frame apparatus includes: support plate members which are provided on a plurality of support bars and each include fitting-subject coupling portions on side surfaces thereof; and coupling members each including, at both ends thereof, fitting coupling portions detachably fitted to the support plate members. The coupling members form, together with the support plate members, at least one support frame body having a support space amid the coupling members and the support plate members. The at least one support frame body supports a support flange from below by accommodating a planter body in the support space. A plurality of support frame bodies may be continuously arranged vertically and horizontally, and thus the green-planted artificial ground, which has a simple structure and can be easily constructed and reliably supported on various support substrates, and further, onto which people can step, can be provided.

Intelligent deep foundation excavation system and process method thereof

本发明涉及深基础施工技术领域的一种智能化深基础挖掘系统及其工艺方法，包括倾斜布置的输送带组件；还包括：可调式支撑部件，可自动升降调节设置，并布置有多对，每一对可调式支撑部件分别支撑输送带组件两侧，其中两对可调式支撑部件分别支撑连接输送带组件最高端、最低端，其余可调式支撑部件间隔排列在输送带组件最高端和最低端之间，并共同支撑输送带组件带身；以及基于无人驾驶的无人矿卡、土石方车；工艺方法包括深基础内挖掘步骤、转运步骤、装车步骤，在转运步骤中包含有通过调节一对或多对可调式支撑部件的高度来调节输送带组件倾斜角度或高度的子步骤。能在整体上实现无人化施工，灵活调节输送带组件的倾斜角度、高度、张力。

Pot for rooftop planting

평판형 바닥부와 측벽부를 포함하며 상기 바닥부의 반대쪽에 개구부가 형성되어 있는 통형 용기로서, 바닥부의 테두리는 제1 곡률 반지름을 가지며 제1 길이를 갖는 호(arc)가 N개 연결되어 형성된 모양이고, 바닥부의 테두리의 변곡부는 제2 곡률 반지름을 갖는 원주 상에 배치되어 있고, 제1 곡률 반지름은 제2 곡률 반지름보다 작으며, N개의 호는 원주의 바깥 쪽으로 볼록하게 돌출된 모양이며, 측벽부는 N개의 호에 대응되는 N개의 측벽 부재들로 구성되고, 측벽부의 수평 단면의 모양은 바닥부의 테두리의 모양과 동일하고, 각각의 측벽 부재에는 하나 이상의 제1 슬롯이 형성되어 있는 조경수 재배 용기가 공개된다. A cylindrical container including a flat bottom portion and a side wall portion, the opening of which is formed on the opposite side of the bottom portion, the edge of the bottom portion is a shape formed by connecting N arcs having a first radius of curvature and having a first length; The inflection portion of the rim of the bottom portion is disposed on the circumference having a second radius of curvature, the first radius of curvature is smaller than the second radius of curvature, and the N arcs are convexly protruding outward from the circumference. N-side wall members corresponding to N arcs, the horizontal cross-sectional shape of the side wall portion is the same as the shape of the edge of the bottom portion, each side wall member has a landscape water cultivation vessel is formed with one or more first slots do.

Energy-saving environment-friendly roof system of green building

本申请涉及绿色建筑屋顶领域，尤其是涉及一种绿色建筑的节能环保型屋顶系统，包括屋顶板，所述屋顶板上设置有旋转装置和夹持装置；所述旋转装置包括第一支架、旋转件和第一驱动机构；所述第一支架固定设置于所述屋顶板上，所述旋转件转动设置于所述第一支架上，所述第一驱动机构用于驱动所述旋转件旋转；所述夹持装置设置于所述旋转件上，所述夹持装置用于夹持种植箱。本申请能够使使种植箱内的绿化植物能够均匀受光。

Foundation anti-settlement structure and construction method

本申请涉及一种地基防沉降结构及施工方法，其包括挖设于地面上的基坑，所述基坑内底壁固定铺设有防沉降混凝土层，防沉降混凝土层上表面铺设有砂石层，砂石层上表面铺设有混凝灰土层，混凝灰土层上方插设有固定柱，固定柱的底端依次将混凝灰土层、砂石层和防沉降混凝土层贯穿并插入地下，混凝灰土层上表面放置有钢筋笼网，钢筋笼网内用于浇筑混凝土，地基固定在钢筋笼网上表面，地基下方设有若干防沉降装置，防沉降装置用于支撑地基，本申请达到了有效防止地基发生沉降的效果。

Water conservancy project foundation pit and pipe well combined light well point dewatering and drainage method

本发明公开了一种水利工程基坑管井结合轻型井点降排水方法，其具体方法如下：第一步勘察场地：首先对于针对码头、堤坝等水利建筑进行挖基坑施工作业前，对需要待挖基坑的面积和所挖的深度进行拉线测量，同时需要对待挖基坑位置与相邻地表水体之间距离进行测量。第二步土质数据分析：收据获取勘察场地近一年的降雨量的数据、地表水分蒸发量的数据以及待挖基坑底部地下水水位的变化数据，然后将所获得的数据进行进行整理分析，然后对所获得的整理分析的数据绘制数据统计列表和基坑施工位置地质剖面图，有益效果：井点孔设于待挖基坑的周围，从而能够增加井点降排水的工作效率。

Energy-saving environment-friendly roof system of green building

本申请涉及绿色建筑屋顶领域，尤其是涉及一种绿色建筑的节能环保型屋顶系统，包括屋顶板，所述屋顶板上设置有旋转装置和夹持装置；所述旋转装置包括第一支架、旋转件和第一驱动机构；所述第一支架固定设置于所述屋顶板上，所述旋转件转动设置于所述第一支架上，所述第一驱动机构用于驱动所述旋转件旋转；所述夹持装置设置于所述旋转件上，所述夹持装置用于夹持种植箱。本申请能够使使种植箱内的绿化植物能够均匀受光。

Vegetation unit and slope greening method using vegetation unit

본 발명은 비탈면 녹화공법에 있어서, 비탈진 인공지반, 화단, 습지, 법면 및 호안 중 선택되는 어느 하나의 경사면에 그리드를 시공하는 제 1 단계; 상/하부가 개방되고, 내부에 격벽이 마련되어 내부가 다수의 셀 단위로 구획된 식생유닛을 상기 그리드 상부에 가로 및 세로 방향으로 연속하여 배치 시공하는 제 2 단계; 상기 식생유닛 내부에 토양을 채우는 제 3 단계; 및 상기 식생유닛에 식물을 식재하는 제 4 단계;를 포함하여 이루어진다. 이러한 본 발명은 격벽을 통해 내부가 다수의 셀 단위로 구획된 식생유닛과 이를 고정하는 그리드를 통해 비탈진 인공 구조물, 화단, 습지 및 호안, 법면 등 경사면에 경계재를 이용하여 비탈면에 대한 녹화의 안정성과 함께 경관의 미려함은 물론, 토사의 유실을 예방하면서 공기를 단축시킬 수 있는 효과를 기대할 수 있다. The present invention relates to a slope surface greening method, comprising: a first step of constructing a grid on any slope selected from sloping artificial ground, flower bed, wet soil, A second step of arranging the vegetation unit in which the upper / lower part is opened and the partition wall is provided therein and the inside is partitioned into a plurality of cell units, in the horizontal and vertical directions on the upper part of the grid; A third step of filling soil in the vegetation unit; And a fourth step of planting the plant in the vegetation unit. The present invention is based on the finding that the stability of recording on a slope using a boundary material on a slope such as a sloped artificial structure, a flower bed, a wetland, a shore or a curved surface through a vegetation unit in which an interior is divided into a plurality of cell units through a partition, It is possible to expect not only the beauty of the scenery but also the effect of shortening the air while preventing the loss of the soil.

Rock bolt for base rock

본 발명의 암반용 락볼트(100)는, 축봉(2)의 후미 나사부(4)에 지지구조물(22)을 끼우고 와셔(14)와 너트(12)를 체결하여서 지지구조물(22)이 암반 상에서 고정 설치하되, 축봉(2)의 외주에 다수개의 탄지형 절삭날개(6)를 구비하고, 상기 절삭날개(6)를 갖는 축봉(2)을 원통형 보호관(8) 내에 끼워서 이를 암반(30)의 천공 구멍(32)에 삽입한 후 보호관(8)을 빼내어 축봉(2)의 회전작동에 따른 절삭날개(20)가 암반(30)에 파고들어 걸림되어 락볼트(100)을 암반(30)에 견고히 삽입 고정지지하도록 한 것이다. In the rock bolt 100 for rock according to the present invention, the support structure 22 is inserted into the rear threaded portion 4 of the shaft rod 2 and the washer 14 and the nut 12 are fastened so that the support structure 22 is rocked. It is fixed in the installation, provided with a plurality of carbonized cutting blades (6) on the outer periphery of the shaft (2), by inserting the shaft (2) having the cutting blades (6) in the cylindrical protective tube (8) by the rock 30 After inserting into the drilling hole 32 of the protective tube 8, the cutting blade 20 in accordance with the rotation operation of the shaft (2) is dug into the rock 30, the lock bolt 100 to the rock 30 It is to be firmly inserted into the fixed support.

Foundation pit deformation monitoring system

本发明公开了一种基坑变形监测系统，还包括监测结构，补偿机构，所述监测结构安装在所述H型钢两侧，所述补偿机构套设在所述H型钢的外围，所述监测结构用于监测所述H型钢产生的形变，所述补偿机构用于防止所述H型钢进一步变形破坏；利用多个所述触发头，对支护的多个区段进行监测，在发生轻微变形时，即可精准的做出判断，及时反馈变形区段，为支护的维护以及人员的撤离提供时间，在监测到变形区段后，所述补偿机构可以迅速做出反应，弥补支护的应力损失，防止支护进一步变形破坏，使得支护体系更加安全可靠，且本装置的结构简单，生产方便，适应能力强，在支护可能产生剪切破坏时，及时防止支护变形产生的扭矩，保障了施工人员的安全。

A kind of ecological riverway structure and construction method close to building

本发明公开的一种紧邻建筑的生态河道结构，包括：分别构筑在拟建区域所开挖的基坑的底部两侧的左、右挡墙底板；若干沿所述基坑的长度方向间隔构筑在所述基坑的底部上且位于所述左、右挡墙底板之间的连系梁；分别构筑在所述左、右挡墙底板上的左、右挡墙墙身；若干沿所述基坑的长度方向间隔构筑在所述左、右挡墙底板和连系梁上的挡板；填筑在所述左、右挡墙底板与每一连系梁之间的底层填充土；以及填筑在所述左、右挡墙底板、每一连系梁和底层填充土的上方且位于相邻的两块挡板之间的表层填充土。还公开了上述生态河道结构的施工方法。本发明的有益效果在于：河道占地少，房屋临水建造，亲水性好，稳定性好，生态性好。

Narrow site deep foundation pit excavation supporting construction method

狭小场地深基坑开挖支护施工方法,属于建筑施工领域，包括下述内容：所述基坑深度：12.1m；基坑内地下水深度：30m；基坑外地下水深度：30m；支护结构重要性系数：1.0；（1）采用“土钉+喷锚”方法进行基坑边坡支护；（2）采取“支护桩+锚索”方法进行转运站、廊道无放坡空间支护；（3）采用“支护桩+锚索”方法进行基坑支护。本发明保证基坑外部地表水不流进基坑，基坑内部及坡面积水及时排出基坑，基坑侧壁浅层滞水能顺畅排出，基坑外围设置挡水墙，保证雨水不会冲刷边坡，保证积水可以及时排出。

Deep basal pit major structure pours forming device

本发明涉及建筑施工技术领域，具体为一种深基坑主体结构浇筑成型装置，包括基坑主体，基坑主体为圆柱型筒状结构，其内部均匀设置有纵向分隔片，其内侧贴合设有钢筋笼，其内部圆心处竖直设有定位浇筑筒，纵向分隔片的数量若干，其长度等于基坑主体的高度，钢筋笼为圆筒状结构，其外圈直径等于基坑主体的内圈直径，定位浇筑筒上均匀贯穿设置有支撑槽钢，支撑槽钢的内端位于定位浇筑筒的内侧，其外端均设有安装槽钢，有益效果为：本发明利用中心爆炸的膨胀式结构用来作为成型装置的主体，内部设计支撑槽钢、定位圆盘以及限位杆等结构作为联动机构，保证基坑主体的各个部位受力均匀，相比传统基坑支护机构，本发明可防止基坑变形，同时达到减少材料损耗的目的。

Construction method for foundation pit excavation

本发明公开了一种基坑开挖的施工方法，涉及建筑工程领域。该方法的一具体实施方式包括：将基坑开挖工程分为多个标准段，并且按照从两端向中间开挖的顺序，从两端同时进行开挖所述标准段；在每个标准段开挖的过程中，根据开挖的深度，按照以下步骤从上至下进行分层开挖该标准段：通过布置在基坑两侧的挖掘机，对称开挖第一层土方，同时设置基坑支撑；确定所述第一层土方开挖完成后，通过布置在基坑两侧的挖掘机，从中间向两边开挖第二层土方，同时设置基坑支撑；重复上述步骤直至基坑开挖完成。该方法从两端头向中间分段分层开挖，有利于控制基坑中部变形，解决了开挖时基坑中部变形不易控制、产生长边效应的问题。

Urban tunnel subway station construction method and deep and large foundation pit group construction dynamic monitoring and measuring method

本发明涉及一种城市隧道地铁车站施工方法和深大基坑群施工动态监控量测方法，针对本发明城市隧道地铁车站施工方法来说，具体包括如下步骤：S1：将基坑群(1)至少一边设置施工道路(2)；S2：基坑群(1)采用两个基坑为一组，正在开挖的相邻两个基坑成一对交叉角区域设置；S3：当完成基坑上地下室顶板施工后，开始进行每个基坑组的另一个基坑的开挖和支护。针对本发明深大基坑群施工动态监控量测方法，具体包括如下步骤：S1：对基坑群施工影响范围内的构筑物、地下管线实时监控；S2：建立监测网络；S3：加强对周围建筑层监测；S4：制定基坑工程监测频率。本发明能够在基坑群施工时，减少共用边坡，防止土体扰动大，而造成塌方。

Foundation pit, foundation trench antiseepage waterproof method

本发明涉及基坑或基槽施工，尤其涉及基坑、基槽的防水。基坑、基槽防渗防水方法；将土工布由钢管从一端卷起；施工时在坡顶使其自然滚落至坑底；土工布四周用木条按四分之一目测长度量取后紧压，之后在木条上均匀打锚固桩防止水的渗入。本发明能低成本的、达到防渗防水效果。

Method for creating of plantation plots

Изобретение относится к созданию участков для культивирования растительности. Способ создания участков для культивирования растений на плоских поверхностях включает выращивание слоя желаемой растительной культуры в почвенном пласте. После чего отделяют куски указанного слоя любого размера вместе со слоем почвы, в который внедрены корни культуры. Затем указанный слой почвы удаляют с кусков, получая участки растительной культуры с полностью открытыми корнями. Способ предусматривает также создание контейнера для растительной культуры, в который укладывают пористый пласт. Затем указанные куски укладывают на пористый пласт. Контейнер помещают в требуемом месте на плоскую поверхность, и культивируют полученную растительную культуру с помощью полива и других необходимых для культивации операций обработки. Это обеспечивает создание более легкого, надежного, качественного слоя участков растительности. 18 з. п. ф-лы, 10 ил. ÐÎÑÑÈÉÑÊÀß ÔÅÄÅÐÀÖÈß (19) RU (51) ÌÏÊ 7 (11) (13) 2 247 487 C2 A 01 G 1/00, 9/10, E 02 D 17/02, E 04 D 11/00 ÔÅÄÅÐÀËÜÍÀß ÑËÓÆÁÀ ÏÎ ÈÍÒÅËËÅÊÒÓÀËÜÍÎÉ ÑÎÁÑÒÂÅÍÍÎÑÒÈ, ÏÀÒÅÍÒÀÌ È ÒÎÂÀÐÍÛÌ ÇÍÀÊÀÌ (12) ÎÏÈÑÀÍÈÅ ÈÇÎÁÐÅÒÅÍÈß Ê ÏÀÒÅÍÒÓ (21), (22) Çà âêà: 2000124864/12, 27.08.1998 (72) Àâòîð(û): ÑÀÐÄÀÑ Éåõóäà (IL) (24) Äàòà íà÷àëà äåéñòâè ïàòåíòà: 27.08.1998 (73) Ïàòåíòîîáëàäàòåëü(ëè): Ãðàññ Èí Äå Ýéð Ëòä. (IL) (30) Ïðèîðèòåò: 02.04.1998 (ïï.1-19) IL 123931 R U (43) Äàòà ïóáëèêàöèè çà âêè: 20.07.2003 (45) Îïóáëèêîâàíî: 10.03.2005 Áþë. ¹ 7 (85) Äàòà ïåðåâîäà çà âêè PCT íà íàöèîíàëüíóþ ôàçó: 02.11.2000 (86) Çà âêà PCT: IL 98/00416 (27.08.1998) 2 2 4 7 4 8 7 R U Àäðåñ äë ïåðåïèñêè: 191036, Ñàíêò-Ïåòåðáóðã, à/ 24, ÍÅÂÈÍÏÀÒ, ïàò.ïîâ. À.Â.Ïîëèêàðïîâó (54) ÑÏÎÑÎÁ ÑÎÇÄÀÍÈß Ó×ÀÑÒÊΠÐÀÑÒÈÒÅËÜÍÎÑÒÈ (57) Ðåôåðàò: êîðí ìè. Ñïîñîá ïðåäóñìàòðèâàåò òàêæå ñîçäàíèå Èçîáðåòåíèå îòíîñèòñ ê ñîçäàíèþ ó÷àñòêîâ äë êîíòåéíåðà äë ðàñòèòåëüíîé êóëüòóðû, â êîòîðûé êóëüòèâèðîâàíè ðàñòèòåëüíîñòè. Ñïîñîá ñîçäàíè óêëàäûâàþò ïîðèñòûé ïëàñò. Çàòåì óêàçàííûå ó÷àñòêîâ äë êóëüòèâèðîâàíè ðàñòåíèé íà ...

Waste clearing and transporting device and method for underground engineering

本发明提供的用于地下工程的废弃物清理运输装置及方法，通过门架式吊车将所述装有地下室施工产生的废弃物的运输箱吊出地面并转移至所述远距离水平运输装置上，再利用远距离水平运输装置将运输箱输送至指定装车点，利用其他吊车将运输箱中的废弃物卸载至运输车辆并将空的运输箱重新放置于远距离水平运输装置上，接着通过远距离水平运输装置将空的运输箱运回；最后由门架式吊车将空的运输箱运至地下室进行往复操作，可有效提高地下工程废弃物的清理、运输效率，有效减少了地下结构预留洞附近的大型机械的投入，不但降低施工成本，而且可以大幅降低地下废弃物的清理运输施工对上部结构施工的影响。

Integrally-poured building construction device and construction method thereof

本发明涉及一种一体化浇筑的建筑房屋施工装置及其施工方法，属于房屋施工技术领域，包括机架和定位架，所述机架上转动设置有收卷辊，所述收卷辊上绕设有遮雨幕布，所述遮雨幕布的活动端沿收卷辊的轴向固定设置有定位杆，所述定位架和定位杆上设置有用于固定定位杆位置的第一固定组件。当需要对地基养护时，将机架和定位架固定在地基的两端，向定位架处拉动定位杆，以带动遮雨幕布运动，待定位杆运动到定位架处时，通过第一固定组件固定定位杆位置即可，实现遮盖地基的目的，有效地减小雨水对地基的侵蚀，保证地基的施工质量，缩短养护时间，进而缩短整体的施工时间。

The erection method of the L-type support replacement plate of deep excavation project

本发明公开一种基坑开挖工程的L型换撑板的支设方法，包括：在待开挖的基坑四周施工支护桩；土体放坡开挖，形成基坑的中心岛区域以及位于中心岛区域与支护桩之间的边坡区域；在中心岛区域内施工中心混凝土底板；开挖边坡区域内的土方至与中心岛区域齐平；计算L型换撑板的竖直段的高度与宽度，根据计算得到的L型换撑板的竖直段的高度与宽度，在开挖后的边坡区域的底面上浇筑形成L型换撑板，使得L型换撑板的水平段抵撑于中心混凝土底板，L型换撑板的竖直段抵撑于支护桩。本发明通过对L型换撑板的竖直段的高度和宽度的计算，可以保证L型换撑板支设后满足基坑稳定要求，后期L形换撑板联合支护桩共同形成基坑水土压力的围挡。

Dynamic construction method for shallow excavation weak protection of unilateral high slope

本发明提供一种单侧高边坡浅挖弱防护动态施工方法，包括查勘步骤；基坑边坡开挖步骤，根据施工图纸对基坑开挖进行分层开挖；监测步骤，对监测平台和远程监控平台建立通讯形成监测系统，在基坑的坡顶及边坡间的平台设置降观测点和基准点，变形观测点在布设时建立初读值，变形观测基坑开挖后开始实施，监测平台获取当层边坡的第一状态参数并边坡状态进行判断，若判断边坡坡面出现位移时，向远程监控平台发送警报；边坡位移处理步骤，远程监控平台接收警报后，通知施工人员对边坡坡面进行反压处理并对边坡坡顶进行加固处理。该单侧高边坡浅挖弱防护动态施工方法具有对边坡的位移进行动态监控和对边坡进行提前预警的优点。

Greening phase-change box

本发明属于建筑节能领域，尤其涉及一种绿化相变盒，包括上下组接的花盘、托盘和蓄能盘，所述花盘、所述托盘和所述蓄能盘内均铺设相变材料，本发明通过在花盆、托盘和蓄能盘内铺设相变材料，在外界温度发生变化时，通过相变材料吸收或释放热量来达到对屋顶的隔热保温作用；可以在花盆的相变材料上铺设专用种植土，栽种万年草等景天科或天南星科多年生草本花草来绿化屋顶环境，花盆内的相变材料还可以起到蓄水作用，促进织物根茎生长；将多个绿化相变盒按屋面设计拼接组合起来可以形成轻量化种植屋面隔热保温系统。

A kind of lift base formation

一种升降式地基构造，包括开设在地面上的深坑，深坑的侧壁和底面设有防水层，房屋地基设置在深坑内；地面上开设入水口，深坑的侧壁上开设进水口，进水口与入水口通过通水管路连通；地面中埋设驱动机构，驱动机构驱动房屋地基升降。房屋建造在房屋地基上，房屋与房屋地基密封连接。当城市地面被淹，地面上的水位上升，地面上的水由入水口经导水管路和进水口进入深坑底部。与此同时，驱动机构动作，驱动房屋地基上升，深坑底面与房屋地基底面远离，形成蓄水空间。

Method for measuring foundation pit deformation

一种基坑变形测量方法，包括在基坑变形测量点处靠近基坑侧壁的基坑内并排布置竖直拉伸状态的钢丝一和钢丝二，钢丝一和钢丝二底端固定于基坑底部，钢丝一顶端与基坑侧壁上边缘处固定连接，钢丝二顶端通过弹簧基坑侧壁上边缘处固定连接；通过倾角传感器测量钢丝一的偏转角度θ，通过位移传感器测量弹簧的伸缩量d得到钢丝二顶端的竖向位移量Y b ＝d，通过钢丝一的偏转角度θ和钢丝二顶端的竖向位移Y b 计算基坑变形测量点的水平位移X、竖向位移Y和综合位移L。该基坑测量方法可高效、精确稳定、监测基坑的变形情况。

Deposited reinforced concrete pile exempts from inter-pile soil excavation construction method

本发明公开了一种钢筋混凝土灌注桩免桩间土开挖施工方法，包括步骤：一、基坑开挖及支护施工：由上至下对所施工基坑进行开挖，并对开挖成型的基坑进行支护；二、基坑底部混凝土垫层施工；三、桩位测量放线：对基坑内需施工的所有钢筋混凝土灌注桩的桩位分别进行测量放线；四、钢筋混凝土灌注桩施工：对任一个钢筋混凝土灌注桩施工时，过程如下：破除桩位处混凝土垫层、钻孔、钢筋笼吊放、桩头成型模具安装、混凝土灌注施工和桩头成型模具拆除。本发明方法步骤简单、设计合理且施工简便、使用效果好，通过调整桩基础的施工工序，省去传统钢筋混凝土灌注桩基础施工过程中的桩间土开挖过程，能有效缩短施工工期，并节约施工成本。

Construction method of light side slope framework structure

本发明公开了一种边坡轻型骨架结构的施工方法，包括如下步骤：S1、开挖骨架结构基坑；S2、在基坑底部三角区施工端头封闭结构；S3、基坑找平，铺设预先制作的带拦水缘结构的水泥毯，施工U型土钉；S4、在基坑内水泥毯放置预制轻质混凝土块，放入串接棒，串接棒连接；S5、施工加固土钉；S6、重复步骤S4至S5，完成所有轻质混凝土块、串接棒、加固土钉施工；S7、将水泥毯包裹轻质混凝土块，缝合；S8、对外露的水泥毯洒水，固化；S9、在基坑顶部三角区施工端头封闭结构。本发明施工方法得到的边坡轻型骨架结构具有重量轻、耐久性好、施工方便、施工效率高、经济性好特点，可用于填方路基边坡或非膨胀性岩土路堑边坡防护。

Foundation ditch group excavates the model test apparatus to close to buildings deformation effect

本发明涉及一种基坑群开挖对邻近建筑物变形影响的模型试验装置，模型箱左部放置一个多层框架建筑物模型，模型箱中部和右部各放置一个地下连续墙模型，地下连续墙模型内部固定有横向支撑模型，底部固定有基坑底板模型，内部装有基坑群开挖施工模拟装置，模型箱顶面固定连接有位移计支架，位移计支架上面装有多个位移计和多个百分表支架，每个位移计通过位移计支架固定在土体的上表面或者土层内部，每个百分表通过百分表支架固定在多层框架建筑物模型表面，多层框架建筑物模型底板底部贴有多个应变计。本发明对城市基坑群开挖施工引起的周围地层沉降以及邻近建筑物变形进行模拟，对于制定基坑群施工标准及周围地层和邻近既有构筑物的安全保护具有重要价值。

Construction method of Top-down concrete slab

본 발명은 탑 다운 콘크리트 슬래브 시공방법에 관한 것으로서, 지하층 기둥을 선 시공한 후 단계별로 지하층 슬래브와 토공사를 위에서 아래로 반복해 가면서 지하구조물을 형성하는 탑 다운 시공방법에 있어서, 1층 보 하부까지 터파기 공사를 하고, 보 하강틀 및 1층 보 형틀을 설치하여 서포트에 의해 지지한 다음, 슬래브 하강틀 및 슬래브 형틀을 설치하여 서포트에 의해 지지시키는 제1공정과; 상기 보 하강틀과 슬래브 하강틀에 인양구를 설치하고 철근을 배근한 후 콘크리트를 타설하여 1층 보 및 슬래브를 형성하는 제2공정과; 상기 제2공정에서의 콘크리트가 양생된 후, 상기 서포트를 해체하고 지하 1층 이하의 깊이로 터파기 공사를 하고, 상기 보 하강틀을 인양구에 의해 하강시켜서 지하 1층 보 형틀을 설치하여 서포트에 의해 지지하고, 상기 슬래브 하강틀 및 슬래브 형틀을 하강시켜서 지하 1층 슬래브 형틀을 설치하여 서포트에 의해 지지시키는 제3공정과; 상기 보 하강틀과 슬래브 하강틀에 인양구를 설치하고 철근을 배근한 후 콘크리트를 타설하여 지하 1층 보 및 슬래브를 형성하는 제4공정과; 상기 제4공정에서의 콘크리트가 양생된 후, 원하는 지하층까지 상기 제3공정과 제4공정을 반복하면서 지하층을 단계적으로 형성하는 공정을 포함하여 이루어지는 것을 특징으로 한다. 보, 슬래브, 하강틀, 형틀, 서포트, 현수부재 The present invention relates to a method of constructing a top-down concrete slab, and more particularly, to a top-down construction method for constructing an underground structure while repeatedly laying a basement slab and an earth- A first step of installing a beam lowering frame and a single-layer beam frame and supporting the beam by a support, then installing and supporting the slab lowering frame and the slab frame by a support; A second step of installing a lifting platform on the beam lowering frame and the slab lowering frame, placing a reinforcing bar and casting concrete to form a single-layer beam and a slab; After the concrete in the second step is cured, the support is disassembled and the trench construction is carried out to a depth of not more than one layer below the foundation, and the beam lowering frame is lowered by a lifting section to form a one- A third step of lowering the slab-lifting frame and the slab-lifting frame so that the slab-lifting frame and the slab-lifting frame are supported by a support; A fourth step of installing a lifting platform on the beam lowering frame and the slab lowering frame, placing a reinforcing bar and placing concrete thereon to form a 1-story underground beam and a slab; And a step of forming the basement layer step by step by repeating ...

Comprehensive earth excavation method for large-scale cover-excavation top-down T-shaped transfer subway station

本发明公开了一种大型盖挖逆作T型换乘地铁车站综合土方开挖方法，包括以下步骤：施作换乘地铁车站的围护结构以及桩柱，将盖板置于各桩柱的上端部；开挖盖板下的负一层土方，将负一层土方划分为若干开挖区域；将换乘地铁车站负一层的设计出入口改造为侧向出土口，并在盖板上预留垂直出土口；架空布置栈桥，挖土机械将挖出的土方堆在栈桥的周围，栈桥上的长臂挖机将土方提升至运土车辆上，并经侧向出土口或所述垂直出土口外运土方；完成负一层土方的开挖后，拆除栈桥，施工负一层的主体结构；如此往复，直至完成各层空间的施工。本发明的优点是:垂直加侧向出土口的设置，以及通过充分利用出入口并配以施工栈桥的方法，提高了渣土倒运的效率。

WATER RESERVE DEVICE FOR ENGAZONNE SURFACE CULTURE

The water reservoir for a grassed area of soil has a tub (2) with a base wall (4) and sidewalls (5) to contain a liquid. There is a plate (3) to be placed in the tub to support a substrate for plant culture. The plate has at least one well (15) with the lower end connected to the liquid is the tub. The plate has lines of weakness (7,12) opposite to one another to allow separation into sections.

Suspension protection construction method for high-voltage cable pipeline crossing middle part of large-span foundation pit

本发明公开了一种横穿大跨径基坑中部高压电缆管线的悬吊保护施工方法，其包括如下步骤：S1、施工环境勘测；S2、不受高压电缆管线影响地段的基坑结构施工；S3、高压电缆管线的抬高施工；S4、高压电缆管线的布设和悬吊施工；S5、高压电缆管线的完整性保护施工；S6、地下主体结构施工。本发明通过对高压电缆管线进行“两端放射，中间平行”分根分段的布设，可以减轻和缩短高压电缆管线的悬吊重量和跨径，以提高柔性悬吊的安全可靠性，同时借助斜支撑梁、冠梁等地下既有结构，按短跨径长跨径交替、多排平行的方式布设承载钢丝绳以对高压电缆管线进行柔性悬吊，可使悬吊重量均匀地分布于斜支撑梁上，从而进一步提高了悬吊的安全性和稳定性。

A kind of foundation ditch on top of underground railway tunnel excavation method

本发明涉及一种运营地铁隧道上方基坑开挖方法，根据基坑尺寸确定基坑的基坑轮廓线(1)并确定基坑划分区域与地铁隧道的相对位置关系，该方法将基坑划分为五个区域：基坑I(4)，基坑Ⅱ(8)，基坑Ⅲ(14)，基坑Ⅳ(16)和基坑Ⅴ(17)。这样在基坑开挖之前预先在隧道周围形成混凝土保护壳，最大限度降低基坑开挖对运营隧道的影响。本发明的目的在于克服上述不足和缺陷，解决目前运营地铁上方基坑开挖的问题，提出一种运营地铁上方基坑开挖及隧道保护方法，达到上方基坑开挖之前将运营地铁隧道封闭起来，进而达到基坑开挖对运营地铁隧道“0”扰动的效果。

Modular green roof system with biodegradable vegetation tray

A green roof module for covering a portion of a roofing surface with vegetation, includes a tray for containing a growing medium and vegetation, a permeable membrane, and a drainage board The tray has a biodegrad-able bottom and a plurality of upwardly extending biodegradable walls about the perimeter of the biodegrad-able bottom The biodegradable bottom is configured so that water received within the tray can pass therethrough The permeable membrane is provided below the biodegrad-able bottom, and is sized and shaped so as to span the biodegradable bottom and configured to allow water to pass therethrough while inhibiting the growing medium from passing therethrough The drainage board is provided below the permeable membrane opposite the biodegradable bottom, and has an upper surface for supporting the biodegradable bottom and being surrounded by a plurality of edges The drainage board is configured so that at least some of the water passing through the permeable mem-brane and received on the drainage board will be drained away from the tray.

ASSEMBLY FOR REALIZING OR REALIZING A VEGETABLE SURFACE

The assembly (1) has flat U-shaped modular elements (2) receiving a medium with plants growing on the medium. Each element is formed of a rectangle bottom (4) connected to lateral walls (5). The bottom and the walls receive the medium and the plants by connection units connecting the elements placed end-to-end through open sides of the elements to form a passage in which water flows from top to bottom to drain water. A medium maintaining/retaining plate is inserted in one of the elements. An opening and/or a notch is formed at a lower part of the plate to allow drainage of water.

PRE-CULTIVATED LAYER FOR ROOFING VEGETABLES, PLANT ASSEMBLY INCLUDING AT LEAST TWO BOXES

L'objet de l'invention est une caissette de pose pré cultivée avec un couvert végétal (38) avec des racines dans un substrat (36), pour la végétalisation de toiture (28), qui comprend des moyens structurants constitués d'un bord (16) périphérique, d'un fond constitué de moyens supports et d'un tapis de rétention (34) disposé à l'intérieur de ladite caissette, sur lesdits moyens support. L'invention couvre aussi la végétalisation comportant au moins deux caissettes. The object of the invention is a pre-cultivated laying box with a plant cover (38) with roots in a substrate (36), for the greening of the roof (28), which comprises structuring means consisting of an edge (16) peripheral, a bottom consisting of support means and a retention mat (34) disposed inside said box, on said support means. The invention also covers revegetation comprising at least two boxes.

Water-retaining tank for planting complex, and corresponding planting complex

Each tank (1) of the planting complex comprises, on two opposite sides (2), complementary means of mutual fastening (4, 5; 4A, 5A) comprising means (14; 14A) of retention for two adjacent tanks in relation to one another in the vertical direction when these two tanks are connected to one another by the fastening means, the latter being made in one piece with the tank. Application to planted coverings for flat or sloping roofs.

Water reservoir for grassed area of soil has tub container nutrient liquid and the panel having rupture lines and well for access to the liquid

Le dispositif selon l'invention comprend :- un bac (2) présentant une paroi de fond (4) et des parois latérales (5), le bac (2) étant destiné à contenir un liquide et- un plateau (3) prenant place dans le bac (2), destiné à supporter un substrat de culture et présentant au moins un puits (15) dont l'extrémité inférieure communique avec le liquide contenu dans le bac (2),qui présentent chacun une zone de rupture (7,12) en regard l'une de l'autre dont la découpe permet de diviser le dispositif.

Cultivated turf`s substrate for sports stadium, has part of artificial or mineral particles with sand`s granulometry, where particles constitute frame of substrate and represent specific percent range of total weight of substrate

The substrate (3) has a part of artificial or mineral particles (4) having a sand`s granulometry, comprised between 80 micrometer and 3 millimeter. The particles constitute a frame of the substrate and represent 25 to 99.9 percent of total weight of the substrate. A part of particles (5) is mixed and incorporated to the frame. Each particle (5) has dimensions greater than the granulometry of the particles (4) such that the particles (5) are located at the neighborhood or contact a set of the particles (4). Dosage of the particles is equal to 2 grams per liter of the substrate. Independent claims are also included for the following: (1) a protocol for measurement and functional evaluation of a substrate (2) a protocol for comparison between substrates (3) a method for classifying substrates in a number of classes from a substrate`s measurement and functional evaluation protocol (4) a turf surface forming a system comprising a natural turf (5) a mode or realization of a turf surface (6) a method for manufacturing a turf surface (7) a protocol for initial classification of a turf surface (8) a protocol for measurement, evaluation and classification and posterior control of a gas surface (9) a protocol for comparison of two sportive surfaces (10) a protocol for classification of turf sportive surfaces (11) a modular natural sports play area system permitting to install a play area on a bottom (12) a method for manufacturing a rigid and lower part of modules (13) a method for manufacturing a flexible intermediate part of modules (14) a method for filling modules and installation of a flexible peripheral belt.

PLATE SLOT TYPE COATING SYSTEM COMPRISING AT LEAST ONE CONTAINER

PRECULTIVATED INSTALLATION HOUSING FOR PLANT VEGETATION, VEGETABLE ASSEMBLY INCLUDING AT LEAST TWO CAISSETTES

L'objet de l'invention est une caissette de pose pré cultivée avec un couvert végétal (38) avec des racines dans un substrat (36), pour la végétalisation de toiture (28), qui comprend des moyens structurants constitués d'un bord (16) périphérique, d'un fond constitué de moyens supports et d'un tapis de rétention (34) disposé à l'intérieur de ladite caissette, sur lesdits moyens support. L'invention couvre aussi la végétalisation comportant au moins deux caissettes. Figure à publier avec l’abrégé : Fig. 3 The object of the invention is a pre-cultivated planting box with a plant cover (38) with roots in a substrate (36), for greening roofing (28), which comprises structuring means consisting of an edge (16) device, a bottom consisting of support means and a retention mat (34) disposed within said box on said support means. The invention also covers revegetation comprising at least two boxes. Figure to be published with the abstract: Fig. 3

Water conservancy project foundation pit and pipe well combined light well point dewatering and drainage method

本发明公开了一种水利工程基坑管井结合轻型井点降排水方法，其具体方法如下：第一步勘察场地：首先对于针对码头、堤坝等水利建筑进行挖基坑施工作业前，对需要待挖基坑的面积和所挖的深度进行拉线测量，同时需要对待挖基坑位置与相邻地表水体之间距离进行测量。第二步土质数据分析：收据获取勘察场地近一年的降雨量的数据、地表水分蒸发量的数据以及待挖基坑底部地下水水位的变化数据，然后将所获得的数据进行进行整理分析，然后对所获得的整理分析的数据绘制数据统计列表和基坑施工位置地质剖面图，有益效果：井点孔设于待挖基坑的周围，从而能够增加井点降排水的工作效率。

Container for terrace gardens - has different units connected by angle section edge flanges bolted over seals

Each units comprises a roughly square base (1, 1') bordered on two sides by angle section flanges (2, 2') and on the other two sides by sides. The angle section flanges are connected to the base by flanges (21). They have vertical flanges (20)n in which are drilled holes by means of which adjacent units are attached to one another with nuts and bolts. The joining of two adjacent units leaves a drain (210) below each join. The units can be of different types, e.g. with only one side wall (3) and a base, or with just the base alone enabling a large number of different shapes of terrace garden to be built up. The soil with which the units are filled helps to keep the whole steady.

Foundation excavation of silt excavation construction method

一种淤泥质基坑开挖施工方法，通过桥式起重机吊装挖掘机和自卸汽车，采用抛石填淤的方式分块分层进行基坑开挖作业；具体包括以下步骤：1）划定待开挖区域，并在待开挖区域四周通过打桩机打入桩；2）在桩上方吊装安装桥机架以及桥机；3）在桥机的吊装绳上固定设置作业平台板；4）将挖掘机驶入作业平台板上；5）通过自卸汽车向待开挖区域中抛填石渣；6）利用挖掘机将石渣碾入待开挖区域内；7）通过挖掘机进行待开挖区域的基坑开挖作业；8）分块分层进行待开挖区域的基坑开挖作业。通过采用抛石填淤的施工方法，依靠石渣增加淤泥承载力以及透水性，满足基坑随挖随运的施工需求，缩短淤泥质基坑开挖工期，提高施工效率。

Upper layer-dredged and lower layer-bottomed underground excavation foundation pit water stop structure and method

本发明公开了一种上层疏通下层找底的暗挖基坑止水结构及方法，所述止水结构包括：侧面疏通管和排桩间冻结结构，所述侧面疏通管呈矩形分布，并且围绕所述排桩间冻结结构的外侧设置；所述排桩间冻结结构为排桩结构和冻结壁结构呈矩形分布。

Moss plant block and method for establishing ecology by using moss plant block on concrete surface

一种苔藓植块以及在混凝土表面利用苔藓植块建立生态的方法，a、清除待植被混凝土表面杂物；b、喷涂苔藓定植胶：将苔藓定植胶和营养土基质混合后形成混合液，将混合液从下至上喷涂在待植被混凝土表面；c、喷涂苔藓营养液：将水、苔藓营养混合后形成混合液，将混合液从下至上喷涂在待植被混凝土表面；d、将整片苔藓植块从种植盆中取出，再将苔藓植块上侧面贴于种植盆底部，露出下部营养土面，将重新装盆后的苔藓植块依次铺贴到待植被混凝土表面；e、安装滴灌装置，定期给植被后的混凝土浇水。本发明解决了植被在混凝土基底上成活的问题，改善了混凝土护坡生态。利用整块活性苔藓直接铺贴在混凝土表面的形式，操作简单快捷，可以快速营造景观效果，且能得到持续稳定的生态。

Fixing structure for planting bed

Provided is a structure for fixing on a laying face (300) a planting bed (100) for supporting a planted breeding member (106) on a bottom plate (101). The structure including a cylindrical portion (105) opened upward and downward and protruding upward from the bottom plate (101) of the planting bed (100) with an internal diameter being gradually reduced downward from its upper end. A bolt (110) acting as a fixing member is inserted into the cylindrical portion (105), and is turned and fixed to such a position into an anchor holder (120) of the laying face (300) that a bolt head portion (110a) is brought into abutment against and caught by the inner face of the cylindrical portion (105). The bolt head portion (110a) has its upper face arranged either flush with the upper end of the cylindrical portion (105) or in the cylindrical portion (105). The planting bed can be fixed in a satisfactory execution of works without deteriorating the appearance of the planting facilities.

It is a kind of block the larger water burst of deep-foundation side wall stratum in the safe grouting construction process of step heap weir formula

本发明公开一种封堵深基坑侧壁较大涌水的地层内台阶堆堰式安全注浆施工工艺。包括：对基坑深部侧壁的涌水量和泥沙量进行观察、计算；在涌水点内设置泄水管进行泄水；在涌水点周围设置反压体，对涌水点周围的基坑侧壁形成反压；在涌水点所在侧壁的地面上钻孔，钻孔至少分为两排，第一排钻孔和第二排钻孔的深度呈上下台阶式，靠近侧壁支护体的为第一排钻孔，向外按照排序、钻孔深度依次减少；注浆封堵。在基坑深部涌水点所处的侧壁外侧的地面上快速施工垂向钻孔，通过钻孔向导水通道或形成的空洞内注入骨料和具有抗分散早强速凝的浆液，在涌水地层内快速形成阻水帷幕，封堵地下涌水通道，达到快速治理涌水，对被涌水破坏的地层进行注浆加固的目的。

Deep foundation pit engineering main building area rear-dismantling support structure and construction method

本发明涉及深基坑施工技术领域，具体涉及一种深基坑工程主楼区域后拆支撑结构及后拆支撑结构的施工方法。该后拆支撑结构在基坑的边沿通过构筑排桩形成基坑侧壁防护结构，在基坑的中部构筑圆形排布的立柱形成基坑内侧支挡结构，并在基坑侧壁防护结构与基坑内侧支挡结构之间布置水平支撑部件，优化了现有技术中的支护结构，避免了对进行土方作业的挖机设备形成干涉，提高了基坑开挖的效率。后拆支撑结构一直保留到地下建筑结构浇筑完成，在建筑主体结构向上施工的同时，逐步拆除基坑中基坑侧壁防护结构与基坑内侧支挡结构之间的水平支撑部件，使得拆除支撑结构的作业独立施工，加快了整体施工进度。

Construction site deep foundation pit intelligent monitoring and early warning system based on digital twin technology

本发明提及一种基于数字孪生技术的施工现场深基坑智能监测预警系统，包括监控点创建模块、监控点管理模块、信息采集模块、阈值管理模块和监控预警模块；本发明利用监控点创建模块接收外部导入的施工区域内任意一个深基坑的基本信息、环境信息、土质信息和施工进度规划，对导入数据进行解析，分析得到该深基坑包含的所有监控对象、以及每个监控对象的监控参数和相应的参数阈值，采用数字孪生技术，结合各深基坑不同的特性对所有深基坑进行统一监控和管理，通过监测深基坑支撑体系状态变化，进行自动预警。

Purlin vehicle type closure construction system and its construction method

本发明公开了一种桁车式封闭施工系统及其施工方法，该系统包括防护棚与桁车，所述防护棚内设有一对用于设置所述桁车的桁车梁，所述桁车梁上设有轨道，所述桁车的两端能够沿着对应的轨道滑动，所述桁车上设有取土设备以及吊装设备，所述防护棚内还设置有供运输车辆通行的行车道，所述行车道位于基坑的外侧，所述防护棚的两侧设有供人员和运输车辆出入通行的出入口。通过防护棚隔离基坑开敞面，有效避免各类污染对环境的影响以及天气对施工的影响，实现全封闭施工。通过在桁车上设置取土设备和吊装设备，取土设备可进行挖土作业，吊装设备可进行吊装作业，不需要额外的挖机和吊车，不但降低了施工所需的设备成本，而且简化了施工流程。

Slope protection supporting structure for ecological management of side slope water and construction method thereof

本发明公开一种用于边坡水生态治理的护坡支护结构，包括彼此呈相对布置的护坡结构和安装于两护坡结构之间的支护结构，护坡结构包括坡脚和边坡以及坡顶，其中，在护坡结构上设有多根支护桩，支护桩分别布置于坡脚和坡顶以及边坡上，边坡一端连接坡脚，坡脚从下至上依序设有锚固层和找平层；边坡一端连接坡顶，坡顶设置检修通道或道路，在边坡上从下至上依序设有防护基层和防护加固层，防护加固层的下部设有下防护层，上部设有上防护层。本发明通过合理的设计，形成了一种生态自然的边坡结构，防护效果以及生态治理效果达到较好的效果，同时施工便捷快速，最大限度保证施工安全的同时也提高了施工效果，达到省时省力且实现了高效施工。

To the Brace in Deep Footing Groove method for being used to control foundation pit deformation under supporting system

本发明公开了一种对撑支护体系下用于控制基坑变形的深基坑支撑方法，包括：开挖深基坑中对应于对撑支护体系的对撑部位中部的土方；在对撑部位的中部施工第一支撑梁；开挖深基坑中对应于对撑支护体系的对撑部位两端的土方；在对撑部位的两端施工第二支撑梁，使得所述第二支撑梁结合所述第一支撑梁来封闭所述对撑部位处的深基坑；开挖深基坑中对应于对撑支护体系的非对撑部位的土方；在非对撑部位施工非对撑部位支撑梁，进而将整个深基坑进行封闭。本发明首先开挖对撑部位土方，按先施工中间然后施工两端的顺序，保证对撑部位的中间的第一支撑梁收缩后采用第二支撑梁快速封闭对撑两端部位，封闭对撑部位支撑，减少基坑无撑时间，控制基坑变形。

One kind is for pile foundation construction leakage preventing structure and construction method on dyke

本发明涉及到一种用于堤防上桩基施工防渗结构及施工方法，它包括位于地面以下的土工膜(1)、承台(2)、基坑(3)、桩基(4)和黏土回填区(7)；土工膜(1)、承台(2)、桩基(4)和黏土回填区(7)均位于基坑(3)内，所述的基坑(3)内回填有黏土回填区(7)，所述的承台(2)位于桩基(4)上，所述的桩基(4)上铺设有土工膜(1)，且所述的土工膜(1)沿横向延伸并铺设在黏土回填区(7)上。它克服了现有技术中由于水位升高致使水压增加，桩基周围渗漏加剧，将诱发管涌、流土等渗透变形的缺点，具有施工方便，施工工期短，造价较低的优点。

One kind is used for underground pipe gallery method for processing foundation

本发明公开了本发明的一种用于地下综合管廊地基处理方法包括以下施工步骤：1）管廊基坑土方开挖；2）开挖至地下水水位时标高引测；3）机械开挖至设计标高、人工清底、验槽；4）混凝土填充封底；5）垫层二次浇注；6）主体结构施工。本发明的优点是：采用管廊基坑的降水与地基施工，可以避免工程停滞于基坑降水工作，降低地基处理成本与工期，同时提高施工效率，本发明实施设备简单，易于实施，施工速度较快。

Tunnel in-hole construction method adopting foundation pit support

本发明公开了一种采用基坑支护的隧道进洞施工方法，通过在隧道进洞处设置基坑支护结构以平衡山体侧向力、确保边仰坡稳定并降低边仰坡开挖高度，并在基坑支护结构内施作护拱、管棚和明洞结构后，采用混凝土回填明洞背后空隙以形成整体承载结构，然后隧道进洞施工。采用本发明基坑支护结构可保证隧道进洞施工安全，开挖方量小、植被破坏小，后期覆土绿化恢复容易；因此，本发明施工方法可在任何地层中实现微开挖安全进洞，特别能有效解决陡坡、斜交地形且稳定性差的不良地质或出现滑塌情况下的洞口安全进洞。

Row outdoor pit bottom water library is segmented building method in a kind of

本发明公开了一种内排露天矿坑底水库分段建设方法，具体步骤如下：S1：端帮处理，在露天矿内排土场最下台阶排弃黏土，形成排土场隔离层；S2：将混凝土排至坑底两侧端帮的最下台阶坡面，形成端帮隔离层；S3：封底，形成坑底隔离层；S4：在露天矿矿坑内排弃砂石；S5：铺设土工布，形成顶板隔离层，完成盖顶工作；S6：在内排土场端帮最下台阶上重新使用黏土，形成封库隔离层；S7：沿着露天矿的推进方向，逐步建设多个水库；S8：进行水资源存储工作，完成储水井的安装；S9：完成对取水井的安装工作；S10：进行水资源存储。本发明方法实现了水资源的就地深部储存，为露天矿的环境治理提供了水资源保证。

A receptacle for use in a green roof system and a green roof system thereof

THE PRESENT INVENTION RELATES TO A RECEPTACLE FOR USE IN A GREEN ROOF SYSTEM, SAID RECEPTACLE INCLUDING FOUR SIDES, EACH SIDE HAVING A TOP END AND A BOTTOM END, DEFINING A DEPTH OF SAID RECEPTACLE; SAID DEPTH FOR RECEIVING AT LEAST A PLANT AND GROWTH MEDIUM, WHEREIN SAID RECEPTACLE FURTHER INCLUDES A CHANNEL EXTENDING THERE THROUGH A BOTTOM END OF SAID RECEPTACLE, SAID CHANNEL FORMED BY AT LEAST TWO EDGE PANELS, FORMING THE SIDES OF THE CHANNEL, HAVING A HEIGHT LESS THAN SAID RECEPTACLE, SAID CHANNEL FURTHER INCLUDING AT LEAST AN ORIFICE AT AN END OF SAID CHANNEL, TO ALLOW EGRESS OF FLUID RECEIVED THEREIN SAID RECEPTACLE. ADVANTAGEOUSLY, THIS INVENTION MAY BE USED IN ANY FORM OF INDUSTRY, WHERE THERE IS A NEED TO RETAIN A LEVEL OF FLUID, WITHOUT ANY EXTERNAL CONTROLS. THE INVENTION ALSO ADVANTAGEOUSLY INCLUDES A GROWTH MEDIUM GUARD, WHEN IN USE IN A GREEN ROOF SYSTEM, TO PREVENT GROWTH MEDIUM FROM BEING WASHED OUT OF THE RECEPTACLE DURING PERIODS OF HEAVY INFLUX OF FLUIDS. (FIGURE 2)

Spoke type freezes to dig the construction method that formula excavates ultra-deep foundation pit outward

本发明涉及一种采用辐条式冻结进而向外扩挖来开挖超深基坑的施工方法。本发明的超深基坑开挖的施工方法，包括超深基坑内部结构、预成型小端面基坑内部结构、辐条式冻结管、低温冻土帷幕等。本发明利用预成型的小断面基坑的周围打设辐条式分布的水平冻结孔，利用人工制冷技术，将预成型小断面基坑周围的土体的热量通过热交换被冷媒介带走，从而在预成型小断面基坑的周围形成比较厚的低温冻土帷幕。再从小断面基坑的周围向外扩挖，利用未挖的低温冻土帷幕形成临时围护结构，起隔水、封闭和保护的作用，从而完成超深基坑的施工，满足超深基坑建设的需要。本发明中超深基坑的施工方法优点在于：技术上易于实现、安全可靠、经济效果明显，且对周围环境影响小。

Construction method for penetrating pipeline through cutter-suction type corner amplitude diaphragm wall

本发明公开了一种用于绞吸式转角幅地连墙穿越管线的施工方法，包括以下步骤：对钢筋笼进行分幅，分为包含管线区域的异形幅钢筋笼和转角幅钢筋笼，将异形幅钢筋笼的纵筋和水平分布筋于管线干涉处进行截断形成凹槽；利用成槽机对管线两侧进行导槽施工，然后利用气举反循环钻机进行管线下部土体成槽，清孔；钢筋笼下放；浇筑混凝土；待混凝土初凝后，进行土体开挖，剔凿异形钢筋笼凹槽部位的混凝土，续接管线顶、底部的竖向钢筋，并沿着管线的周向增设箍筋，箍筋与竖向钢筋焊接，并在管线顶部增设水平分布筋，水平分布筋与竖向钢筋焊接。本申请可不对穿越地连墙的管线进行改移，具有安全可靠、施工方便、节约施工成本，缩短施工周期的优点。

Dewatering method for water-rich sand layer pump room

本发明公开了一种富水砂层泵房降水方法，包括以下步骤：沿泵房区域四周打设第一预设深度的若干井点管，排出第一预设深度范围内的地下水；开挖第一预设深度的泵房基坑，并在泵房基坑的侧壁上进行支护体系施工后，在泵房基坑的侧壁上打设第二预设深度的若干井点管，井点管与泵房壁成夹角设置，排出第二预设深度范围内的地下水；开挖第二预设深度的泵房基坑，并在泵房基坑的侧壁上进行支护体系施工后，在泵房基坑的侧壁上打设第三预设深度的若干井点管，排出第三预设深度范围内的地下水；重复上述步骤，直至泵房开挖完毕；本发明通过分层降水，分层开挖的方式，使得降水和施工同步进行，不仅提升了施工进度，还降低了施工过程中的安全问题。

Longitudinal excavation construction method of long-span dense-support super-long deep foundation pit

本发明涉及一种大跨度密支撑超长深基坑纵向开挖施工方法，基坑冠梁及内支撑底标高以上第一层土方开挖后，在基坑开挖第二层土方前先在基坑范围内设置连接基坑内设置横向便道，挖机从横向便道两侧纵向拉槽开挖出土通道，基坑两侧靠近围护结构预留反压土，维护基坑稳定，沿基坑纵向拉槽开挖出土通道至基坑另一端后，后退第开挖二、三层土方并架设钢支撑，退挖距离为相邻钢支撑间距，依次施工至横向便道处两侧各50m范围；土方开挖过程中，土方运输车从开挖的出土通道和横向坡道将土方运出基坑，支架法施工横向便道两侧各50m范围内的砼支撑，横向开挖横向便道及两侧各50m范围内土方，并架设钢支撑。本发明具有：施工速度快，功效高，节约工期及工程成本。

Large-area drainage construction method for strongly weathered rock substrate rich in low-pressure-bearing fracture water

本发明涉及建筑工程技术领域，尤其涉及一种富含低承压裂隙水的强风化岩基底大面积排水施工方法。包括以下步骤：基坑开挖，基坑开挖至设计标高；根据设计图纸，在基坑内挖掘后浇带以及多道排水沟；根据设计图纸，埋设导水管，设置集水坑并将裂隙水引流至集水坑内；本发明无需特殊处理裂隙水，无需封堵裂隙水，只需将裂隙水有组织的排走即可，方法操作方便，简单实用，能够将基坑表面及时干燥，清理干净后即可施工垫层，对于大面积的处理裂隙水效果非常明显，不影响后续的垫层施工，能够保证施工正常进行。

Automatic auxiliary paying-off device

本发明公开了自动辅助放线器，包括放料桶，所述放料桶的上侧壁设置有进料口，所述放料桶的上侧壁固定有电机和充电锂电池，所述放料桶的上侧壁固定有不锈钢柱一，所述不锈钢柱一的上侧壁固定有把手，所述把手的下侧壁安装有开关，所述开关通过导线与充电锂电池和电机连接，所述电机的驱动端竖直向下固定有不锈钢柱二，所述不锈钢柱二的外壁上固定有套设有螺旋叶片，所述放料桶的下端连接有出料管。优点在于：本发明通过电机转动带动螺旋叶片转动方便出料，通过握住把手并按压软板与否实现挡板的移动，进行出料和关闭的切换，方便出料的控制，轻松实现出料均匀长距离不间断放线，同时通过挡板移动的幅度改变石灰出料量的变化，更加便利。

A kind of construction method of deep foundation pit earthwork digging near a river

本发明公开一种临江深基坑土方开挖的施工方法，其特征是按以下步骤进行：在临江深基坑工程土方开挖施工过程中，根据深基坑施工现场实际情况，利用机械开挖施工基坑和水力冲挖施工基坑相结合，在采用传统机械开挖施工机械操作空间受限或土方运输车辆通行时间受限时，采用水力冲挖施工基坑，同时水力冲挖施工基坑将土方转化为泥浆，由江边泥浆船通过水路运输的方式将泥浆直接运走。对工程周边道路交通不造成任何影响，且没有运输时间限制。本发明的施工方法应用到建筑工程施工中，能有效提高深基坑工程土方开挖施工效率，且绿色环保，减少土方开挖噪音及扬尘污染，省时省工。

The structure and construction method of pattern foundation pit supporting structure

本发明公开了一种基坑支护的结构及施工方法，该需进行支护施工的基坑由一中间基坑以及该中间基坑两侧的两侧基坑组成，该施工方法包括以下步骤：a.开挖基坑的土方至中间基坑的基底标高处；b.施工中间基坑的基础桩，以及中间基坑外围处两侧基坑的支护桩；c.在中间基坑的基底标高处施工中间基坑的结构底板；d.开挖两侧基坑的土方至设置一道预应力的对拉锚索位置处，并在该位置两侧基坑之间施工一道预应力的对拉锚索；e.重复步骤d自上而下开挖两侧基坑的土方并依次施工各道预应力的对拉锚索，直至两侧基坑的基底标高处。

Foundation pit excavation simulation device under supergravity condition

本发明公开了一种超重力条件下的基坑开挖模拟装置。将模型箱安装在刚性支架内，刚性支上布置摄像头和两根主梁，主梁上有主梁导轨，其中一根主梁安装有与主梁导轨平行的主梁螺杆，主梁螺杆与主梁电机连接，两根一级次梁垂直布置在两根主梁导轨上并构成滑动副，次梁上面有次梁导轨，装在主梁螺杆中的主梁侧螺母与其中一根一级次梁连接，其中一根一级次梁安装有与次梁导轨平行的次梁螺杆，次梁螺杆与次梁电机连接，两根二级次梁垂直布置在两根次梁导轨上并构成滑动副，两根二级次梁上面的电动葫芦支架内安装电动葫芦。本发明适用于基坑工程超重力模型试验在非停机状态下的基坑开挖；保证坑底土体应力和支护结构所受土体侧压力与实际相一致。

Foundation pit displacement automatic monitoring device

本发明涉及基坑位移自动监测装置，属于基坑监测领域。基坑位移自动监测装置,包括监测设备和处理器，所述监测设备包括：红外点阵投影器，设于基坑上方，用于向基坑发射红外结构光；红外摄像头，与红外点阵投影器间隔设置，用于接收基坑上反射的红外结构光；飞行时间传感器，与红外点阵投影器间隔设置，用于判断基坑上不同位置与飞行时间传感器的距离。通过本发明的基坑位移自动监测装置，打破了传统的近景摄影进行监测而无法进行实时监测的弊端，由于红外摄像头和飞行时间传感器的信号接收不受环境亮度的影响，因此可实现24小时全天的监测，保证建筑工地的施工安全。

Town road foundation ditch safety device

本发明公开了一种市政道路基坑安全防护装置，包括底座，底座内的侧壁上设有第一排气口，底座的左右两端侧壁上均固定连接有支撑板，支撑板和底座上固定连接有同一个具有吸尘功能的防护机构，防护机构的上端转动连接有多个警示机构，多个警示机构相互传动连接，底座的左右两端侧壁上均固定贯穿设有吸气管，两根吸气管均与防护机构连通设置，吸气管的侧壁上转动贯穿设有吸气机构，吸气管的下端连通设有导气管，底座的底部内固定连接有驱动机构，两个吸气机构均与驱动机构传动连接。本发明能有效的提高了道路基坑安全防护装置的净化空气的效果，此外，还能有效的提高了安全防护的警示作用，从而提高了使用的安全性。

Open excavation construction method for additionally arranging underground communication channel between new building and old building

本发明的新旧建筑之间增设地下连通道的明挖施工方法，涉及既有建筑改建技术领域。针对采用现有的明挖法在既有老旧建筑下增设地下连通道存在施工困难、浪费能耗的问题。步骤如下：加固老旧建筑下拟增设地下室区域的原有基础，并在老旧建筑外墙开设洞口便于施工人员通行以实施机械施工与材料运输，在老旧建筑外部拟增设地下连通道区域及其内部拟增设地下室区域进行基坑围护后开挖土方，浇筑施工老旧建筑地下室及地下连通道，在与地下连通道两端相对应的老旧建筑、新建建筑的外墙及地下连续墙开洞，使得老旧建筑地下室通过地下连通道与新建建筑地下室连为一体。

Inversed construction method for foundation pit

本发明公开了一种基坑逆作施工方法，其特征是地下室结构部分自上而下，主体结构部分自下而上同时开展施工；地下室先进行各层的梁、板等水平结构施工，再穿插进行各层的柱、剪力墙等竖向结构施工；在竖向承重结构未全部完成和达到设计强度前，上面已完成的永久荷载和施工荷载均由临时设置的钢支承柱来承载和传递给工程桩；采用特制的接头箱和锁口管，填充于与相邻槽幅接头处；每层沿地下连续墙进行分区块施工；地下连续墙与地下室底板、楼板连接采用刚性连接法；即在地下室底板和楼板的配筋标高上预先在地下连续墙的内墙埋设钢筋接驳器，在地下室开挖后施工底板和楼板时，其底板和楼板钢筋通过钢筋接驳器直接与地下连续墙连成整体成为刚性接头。

Assembly for realizing vegetated surface on e.g. roof of building, has maintaining/retaining plate inserted in element, and opening and/or notch formed at lower part of plate to allow drainage of water

The assembly (1) has flat U-shaped modular elements (2) receiving a medium with plants growing on the medium. Each element is formed of a rectangle bottom (4) connected to lateral walls (5). The bottom and the walls receive the medium and the plants by connection units connecting the elements placed end-to-end through open sides of the elements to form a passage in which water flows from top to bottom to drain water. A medium maintaining/retaining plate is inserted in one of the elements. An opening and/or a notch is formed at a lower part of the plate to allow drainage of water.

Prefabricated underground structure based on open caisson method and construction method

本发明适用于地下工程技术领域，提供了一种基于沉井法的预制装配式地下结构，包括刃角、侧墙、中柱、牛腿、环向加强梁、预制板、现浇板和纵梁，预制部分为标准构件工厂化预制，且在地面组装完成形成沉井结构后安装到基坑中，现浇部分采用现场浇筑，避免了传统方式效率低且工程质量难以保证的问题，预制板端头与环向加强梁或纵梁连接，连接接头现浇固结，基坑开挖通过沉井结构下沉实现，侧墙在沉井下沉阶段通过环向加强梁及临时水平支撑体系支撑，不需要设置围护结构，避免了围护结构工程投资大、利用率低，造成了较大的资源浪费的问题，同时由于不需要设置围护结构，也避免了开设肥槽增大了基坑规模，且后期还需进行回填，增加工程投资的问题。

Modular grass stadium surface using grass units and forced air

Controlling device for start of carrier of automatic circulating type cableway

(57)【要約】 【課題】 施工が容易で優れた意匠性を備え、植物の手 入れ等を適宜に行う。 【解決手段】 床面に適宜に配管６を配し、配管６に係 合連通する係合部２を有した複数のプランター容器１を 連結配置する。プランター容器１には内側壁に凹凸状に 設けられて係合部２の上端面２ａと略同一高さの上端面 12a をなす段付部12が形成されている。係合部２及び段 付部12の上端面2a,12aには仕切材11が掛けられてプラン ター容器１内を水分が貯留される保水部７と、植物が栽 植される栽植部13とに分ける。また所望のプランター容 器１内を空として足場を嵌め込み複数のプランター容器 １がなす領域内に踏み台を構成する。またプランター容 器１の側辺部に対応する側枠30(31)と、プランター容器 １の出角部に対応する出角枠30(32)と、プランター容器 １の配置によって生じる入角部に対応する入角枠30(33) とを適宜に連結して連結配置されたプランター容器１の 外周部分及び開口縁を覆い囲む。

Pipeline suspension protection method and suspension structure thereof

本发明公开了一种管线悬吊保护方法及其悬吊结构，包括以下步骤：对施工区域的管线情况进行了现场勘查；确定出管线的保护原则和悬吊保护方案；围护结构施工和圈梁支撑施工；架设工字钢，作为横梁；在工字钢下方两端焊接φ32圆钢吊杆，构建“井”字形的托架；托架与横梁、φ32圆钢吊杆进行焊接固定；加密焊接安装φ32圆钢吊杆和托架，基坑开挖；本发明不受管线标高限制，适应性高，能够全面对管线悬吊保护过程中可能出现的问题进行预先了解，能提高管线悬吊保护质量和安全性，通过“井”字形放的托架，能够稳定对管线进行保护，且保护稳定性和强度高，安全性保证高，悬吊保护结构简单、施工步骤易操作。

Layered and fast construction method for foundation pit bottom plate

本发明涉及基坑底板分层快速施工方法，属于建筑施工技术领域，用于解决传统的基坑底板分块施工技术速度慢，施工难度大，基坑底板防水效果不理想的问题。基坑底板分层快速施工方法，将基坑底板分两层浇筑，下层分块浇筑，上层整体浇筑，首先待基坑分块开挖完成后，分块浇筑下层浇筑层，并使得下层浇筑层与抗拔桩固定连接；其次待下层浇筑层分块浇筑完成且养护一定时间后，一体浇筑上层整浇层，并进行养护。该施工方法，先分块浇筑完成的下层浇筑层与既有的抗拔桩相连接，能够控制基坑底板下方隧道上浮，而且显著加快了基坑底板的施工速度；后形成的上层整浇层，解决了基坑底板分块施工造成的防水效果不理想的问题，具有较好的推广价值。