Термоактивный щит опалубки

Полезная модель относится к области строительства и может быть использована в качестве греющей опалубки при изготовлении железобетонных конструкций. Термоактивный щит опалубки, включающий каркас 1 с палубой 2 и утеплителем 3, греющий элемент, выполненный в виде плоской емкости 4 с нагреваемым от электронагревателя 8 агентом 11, температура которой регулируется термодатчиком 10, при этом для направления потока естественной циркуляции агента емкость снабжена серединной продольной перегородкой 6, условно разделяющей емкость на равные секции, разделенные, в свою очередь, продольным оребрением на каналы вертикальной циркуляции, отличающийся тем, что верхняя часть емкости выполнена в виде наклонных во внутрь равных сторон, при этом продольное оребрение секции снабжено верхним 5 и нижним 7 наклонными перегородками, разделяющие секцию на зоны испарения и конденсации агента, а в качестве нагреваемого агента емкости используется легкокипящая жидкость, для чего электронагреватель 8 дополнительно снабжен низковольтным нагревательным элементом. Использование настоящей полезной модели обеспечит всесезонное производство работ по возведению бетонных конструкций, сокращению времени на их возведение, высокой технологичности и качество бетонных работ в зимних условиях, снижению энергоемкости и себестоимости строительной продукции. 1 ил. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 188 079 U1 (51) МПК E04G 9/10 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (52) СПК E04G 9/10 (2019.02) (21)(22) Заявка: 2019105265, 26.02.2019 (24) Дата начала отсчета срока действия патента: 28.03.2019 Приоритет(ы): (22) Дата подачи заявки: 26.02.2019 (45) Опубликовано: 28.03.2019 Бюл. № 10 (56) Список документов, цитированных в отчете о поиске: RU 177128 U1, 09.02.2018. SU 1 8 8 0 7 9 R U 1260484 A1, 30.09.1986. SU 1337497 A2, 15.09.1987. RU 2487981 C1, 20.07.2013. EP 1967669 B1, 02.02.2011. (54) Термоактивный щит опалубки (57) Реферат: Полезная модель ...

Устройство для тепловой обработки монолитных бетонных конструкций

Полезная модель направлена на создание мобильного устройства для тепловой обработки монолитных бетонных конструкций и снижения теплопотерь. Устройство для тепловой обработки монолитных бетонных конструкций, содержащее корпус, электронагреватель, металлический щит, вентилятор, воздуховоды для подачи воздуха и крепежные элементы, электронагреватель смонтирован внутри корпуса в нижней части и закрыт металлическим щитом, расположенным над ним, вентилятор установлен по вертикальной оси в верхней части устройства и оснащен регулятором скорости и электродвигателем, при этом корпус в нижней части соединен с воздуховодом, выполненным в виде сопла в форме раструба, а в верхней части корпус снабжен петлевым креплением для возможности подвешивания устройства в зоне тепловой обработки конструкции. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 202 192 U1 (51) МПК B28B 15/00 (2006.01) E04G 9/10 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (52) СПК B28B 15/00 (2020.08); E04G 9/10 (2020.08) (21)(22) Заявка: 2020128384, 26.08.2020 (24) Дата начала отсчета срока действия патента: 05.02.2021 Приоритет(ы): (22) Дата подачи заявки: 26.08.2020 (45) Опубликовано: 05.02.2021 Бюл. № 4 2 0 2 1 9 2 R U (54) УСТРОЙСТВО ДЛЯ ТЕПЛОВОЙ ОБРАБОТКИ МОНОЛИТНЫХ БЕТОННЫХ КОНСТРУКЦИЙ (57) Реферат: Полезная модель направлена на создание над ним, вентилятор установлен по вертикальной мобильного устройства для тепловой обработки оси в верхней части устройства и оснащен монолитных бетонных конструкций и снижения регулятором скорости и электродвигателем, при теплопотерь. Устройство для тепловой обработки этом корпус в нижней части соединен с монолитных бетонных конструкций, содержащее воздуховодом, выполненным в виде сопла в корпус, электронагреватель, металлический щит, форме раструба, а в верхней части корпус вентилятор, воздуховоды для подачи воздуха и снабжен петлевым креплением для возможности крепежные элементы, электронагреватель подвешивания устройства ...

Composite insulated plywood, insulated plywood concrete form and method of curing concrete using same

The invention comprises a concrete form. The concrete form comprises a first panel having a first primary surface for contacting plastic concrete and a second primary surface opposite the first surface; and a second panel having a first primary surface and a second primary surface opposite the first surface, the second panel being attached to the first panel so that the first primary surface of the second panel is adjacent the second primary surface of the first panel. The concrete form also comprises a layer of radiant heat reflective material and a layer of insulating material disposed between and covering the second primary surface of the first panel and first primary surface of the second panel. A method of using the concrete form is also disclosed.

COMPOSITE INSULATED PLYWOOD, INSULATED PLYWOOD CONCRETE FORM AND METHOD OF CURING CONCRETE USING SAME

The invention comprises a concrete form. The concrete form comprises a first panel having a first primary surface for contacting plastic concrete and a second primary surface opposite the first surface; and a second panel having a first primary surface and a second primary surface opposite the first surface, the second panel being attached to the first panel so that the first primary surface of the second panel is adjacent the second primary surface of the first panel. The concrete form also comprises a layer of radiant heat reflective material and a layer of insulating material disposed between and covering the second primary surface of the first panel and first primary surface of the second panel. A method of using the concrete form is also disclosed. 119-. (canceled)20. A method of forming concrete , the method comprising: [ a first panel of wood or plywood having a first primary surface and an opposite second primary surface, wherein the first panel contacts the plastic concrete; and', 'a layer of polymeric foam insulating material contacting the second primary surface of the first panel, wherein the layer of polymeric foam insulating material has an R-value of approximately 4 to approximately 40;, 'an insulated panel comprising, 'a concrete form frame for supporting the insulated panel;, 'placing plastic cementitious-based material between a pair of opposed insulated, removable concrete forms, wherein each insulated, removable concrete form comprisesallowing the plastic cementitious-based material to cure for a desired time; andremoving the pair of opposed insulated, removable concrete forms from the at least partially cured concrete.21. The method of claim 20 , wherein the first panel of wood or plywood further comprises a concrete release coating on the first primary surface of the first panel.22. The method of claim 20 , wherein each insulated claim 20 , removable concrete form further comprises a second panel having a first primary surface and an opposite ...

INSULATED CONCRETE SLIP FORM AND METHOD OF ACCELERATING CONCRETE CURING USING SAME

The invention comprises a concrete form. The form comprises a first concrete forming panel having a first primary surface adapted for forming and contacting plastic concrete and a second primary surface opposite the first primary surface; a layer of insulating material contacting and substantially covering the second primary surface of the first concrete forming panel; and an insulating blanket adjacent the first concrete forming panel. A method of using the concrete form is also disclosed. 120-. (canceled)31. A concrete forming system comprising:a first movable concrete form spaced from a second movable concrete form thereby defining a concrete receiving space therebetween;each of the first and second movable concrete forms comprising a sandwich panel attached to a reinforcing frame structure; a first rigid panel member;', 'a second rigid panel member;', 'an intermediate layer of foam insulating material disposed between the first and second rigid panel members; and, 'each sandwich panel comprisingan insulating blanket adjacent each of the first and second movable concrete forms.32. The concrete forming system of claim 31 , wherein the sandwich panel defines a plane and wherein the insulating blanket is substantially in the plane defined by the sandwich panel.33. The concrete forming system of claim 31 , wherein the intermediate layer of foam insulating material has an R-value of greater than 1.5.34. The concrete forming system of claim 31 , wherein the intermediate layer of foam insulating material has an R-value of greater than 4.35. The concrete forming system of claim 31 , wherein the intermediate layer of foam insulating material has an R-value of greater than 8.36. The concrete forming system of claim 31 , wherein the insulating blanket has an R-value of greater than 1.5.37. The concrete forming system of claim 31 , wherein the insulating blanket has an R-value of greater than 4.38. The concrete forming system of claim 31 , wherein the insulating blanket has ...

Visually Enhanced Concrete

In some embodiments, a cured panel is formed from a curable material and comprises at least one enhancing material applied to a surface of the panel or embedded in a surface of the panel. In some embodiments, a method comprises providing a form liner having an enhancing material oriented on or attached to the form liner, and then providing a curable material. In some embodiments, a method comprises providing a form liner having at least one cavity containing a curable mixture, and then providing a curable material.

FORMLINER FOR FORMING A PATTERN IN CURABLE MATERIAL AND METHOD OF USE

Features for formliners to form a decorative pattern in a curable material and methods of using the same are disclosed. An improved formliner is disclosed with substantially seamlessly connecting components that reduces the need for using adhesives for interconnecting a plurality of formliners in a pattern. Further, the formliner is configured to reduce and/or substantially eliminate visible seams in order to create a more natural appearance in a finished product of the curable material. 1. A formliner for creating a pattern in curable material , the formliner comprising:a cell comprising a contact surface configured to face curable material in use, the contact surface comprising a decorative pattern to be created in the curable material, the decorative pattern comprising a varying depth; an overlapping section connected with the cell and comprising a first rib edge, the overlapping section configured to face the curable material in use; and', 'an overlapped section connected with the cell and comprising a second rib edge, at least a portion of the overlapping section configured to overlay onto at least a portion of the overlapped section; and, 'a rib system comprising a plurality of ribs extending along the cell and forming at least a part of a boundary of the cell, the plurality of ribs comprisinga channel extending along at least a portion of the boundary of the cell, the channel extending into the cell at least an extent of the varying depth of the decorative pattern at the boundary of the cell,wherein at least a portion of the first rib edge extends into the channel when the at least a portion of the overlapping section overlays onto the at least a portion of the overlapped section, andwherein the second rib edge extends along the boundary of the cell and toward a support surface to provide structural support to the overlapped section and the overlapping section when the at least a portion of the overlapping section overlays onto the at least a portion of the ...

FORMWORK MECHANISM FOR CASTING AND MOULDING CONCRETE WHICH COMPRISES A COFFER WITH A SHEET AND FOUR PLATES DISPOSED ON THE PERIMETER OF THE SHEET

The present invention corresponds to a formwork mechanism for casting and molding concrete, comprising a coffer having a sheet and four plates arranged around the sheet perimeter. Each plate has holes arranged on its front face. Also, the formwork mechanism includes a structural element, connected to one of the plates by fixing means. On the other hand, the structural element has lateral perforations that are aligned with the holes of one of the coffer plates. Fixing means pass through the holes and side holes. The structural element may be a beam, a three or four-beam T, and combinations thereof. On the other hand, using several coffers interconnected with structural elements, formworks are constructed for casting flat reticular slabs; and also for curved reticular slabs with greater slab thickness near the beams supporting the slabs in comparison to the span of the slabs. 1. A formwork mechanism comprising:{'b': 1', '2', '3', '2', '3', '5, 'a coffer () composed of a sheet () and a plate () arranged around the perimeter of the sheet (), the plate () having holes () arranged on its front face; and'}{'b': 4', '3', '7', '4', '9', '5', '1', '3, 'a structural element () connected to the plate () with fixing means (), the structural element () having lateral perforations () aligned with the holes () of the coffer () plate ();'}{'b': 7', '5', '9, 'where the fixing means () pass through the holes () and the lateral perforations ().'}2123235. The mechanism of claim 1 , where the coffer () comprises a sheet () and four plates () arranged around the sheet perimeter () claim 1 , each plate () having holes () arranged on its front face.31. The mechanism of claim 2 , characterized by the coffer () comprising:{'b': 17', '2, 'punctured tabs () located on the sheet periphery ();'}{'b': 6', '3', '6', '3', '17', '2', '7, 'punctured tabs () located on the periphery of each plate (), where a punctured tab () from each plate () is connected to a punctured tab () of the plate () by ...

FOUNDATION FORM, DRAINAGE AND VENTILATION SYSTEM THEREFOR AND METHOD OF FORMING

A system for retaining a flowable and curable building material to form a portion of a foundation includes side walls disposed in a predetermined configuration having a first side wall and a second side wall, and at least one component having an interior cavity disposed in one of the side walls. A bracket assembly includes an outwardly bounding reinforcement post for each of the side walls, a separator bar having a plurality of apertures sized to receive and retain each of the reinforcement posts at locations corresponding to nominal widths of the at least one component. A barrier is disposed between the outwardly bounding posts. The barrier and the component in the side wall is retained in the foundation after the building material cures. The barrier prevents backfill from filling a volume between the outwardly bounding posts. 115-. (canceled)17. (canceled)18. A system for retaining building material to form a portion of a foundation of at least a portion of a structure of interest , the system comprising:side walls receiving and retaining a flowable and curable building material therebetween, the side walls disposed in a predetermined configuration suitable for a portion of the foundation, the side walls including a first side wall and a second side wall, at least one of the first side wall and the second side wall is comprised of at least one component having an interior cavity; a first outwardly bounding reinforcement post disposed proximate the first side wall,', 'a second outwardly bounding reinforcement post disposed proximate the second side wall, and', 'a separator bar having a first end, a second end opposed from the first end, and a plurality of apertures disposed along a length of the separator bar, the plurality of apertures including a first set of apertures disposed proximate the first end and a second set of apertures disposed proximate the second end, the first set apertures and the second set of apertures are sized to receive and retain each of the ...

Shuttering for Concrete Slab

A method of laying concrete slabs comprising: providing shuttering having a regular wave shape along a side of a first slab to be cast at which side a second slab will subsequently be cast; casting the first slab; removing the regular-wave-shape shuttering; casting a second slab, whereby the slabs have inter-digitated protrusions of the regular wave shape along their adjoining sides. 114-. (canceled)16. A method of laying concrete slabs according to claim 15 , whereby the regular wave shape of the shuttering has straight portions.17. A method of laying concrete slabs according to claim 16 , wherein the regular wave shape has portions which are one of a triangular shape claim 16 , a trapezium shape or a square shape.18. A method of laying concrete slabs according to claim 16 , wherein the regular wave shape has rounded corners.19. A method of laying concrete slabs according to claim 15 , wherein the regular wave shape is tapered in its peak to peak extent with depth through the slabs.20. A method of laying concrete slabs according to claim 15 , wherein the shuttering is provided with dowels claim 15 , the dowels extending from one slab claim 15 , across the gap to the next slab.21. A method of laying concrete slabs according to claim 20 , wherein:a. the shuttering is provided with housings;b. prior to casting the first slab, dowels are installed in the housings; andc. on removal of the shuttering from the first slab, the shuttering is drawn horizontally away from the wave shaped slab face.22. A method of laying concrete slabs according to claim 20 , wherein:a. the shuttering is provided with projections;b. prior to casting the first slab, plastic sleeves are fitted to the projections;c. after casting the first slab and on removal of the shuttering, the plastic sleeves remain in place in the first slab;d. after removal of the shuttering from the first slab and prior to casting the second slab, dowels are installed in the plastic sleeves, a portion of the dowels ...

Systems, devices, and methods for molding structures

Systems, methods, and articles of manufacture provide for a mold system for molding structures (e.g., sand castles) from one or more various types of molding substances (e.g., sand, clay, snow). In one embodiment, a mold system comprises a split mold comprising at least two mold sections. In one embodiment, a modular mold system allows for different types of mold sections with corresponding joining elements to be joined together to create forms for molding various types of structures. In some embodiments, mold sections are configured to facilitate the breaking of a vacuum created when molding substances are packed into the mold system, thus making it easier to separate a mold from the formed structure.

INSULATED CONCRETE SLIP FORM AND METHOD OF ACCELERATING CONCRETE CURING USING SAME

The invention comprises a concrete form. The form comprises a first concrete forming panel having a first primary surface adapted for forming and contacting plastic concrete and a second primary surface opposite the first primary surface; a layer of insulating material contacting and substantially covering the second primary surface of the first concrete forming panel; and an insulating blanket adjacent the first concrete forming panel. A method of using the concrete form is also disclosed. 1. A concrete form comprising:a first concrete forming panel having a first primary surface adapted for forming and contacting plastic concrete and a second primary surface opposite the first primary surface;a layer of insulating material contacting and substantially covering the second primary surface of the first concrete forming panel; andan insulating blanket adjacent the first concrete forming panel.2. The concrete form of claim 1 , wherein the first concrete forming panel defines a plane and wherein the insulating blanket is substantially in the plane defined by the first concrete forming panel.3. The concrete form of further comprising a second panel having a first primary surface and a second primary surface opposite the first primary surface and wherein the layer of insulating material contacts and substantially covers the second primary surface of the second panel.4. The concrete form of claim 1 , wherein the layer of insulating material has an R-value of greater than 1.5.5. The concrete form of claim 1 , wherein the layer of insulating material has an R-value of greater than 4.6. The concrete form of claim 1 , wherein the layer of insulating material has an R-value of greater than 8.7. The concrete form of claim 1 , wherein the insulating blanket has an R-value of greater than 1.5.8. The concrete form of claim 1 , wherein the insulating blanket has an R-value of greater than 4.9. The concrete form of claim 1 , wherein the insulating blanket has an R-value of greater ...

Mechanical formwork pressure sensor for in-situ measurement of fluid pressure during concrete material placement and method of using the same

Disclosed is a method and an apparatus for measuring the pressure of fresh concrete and similar liquid materials during placement, in which a movable component is displaced under the pressure of concrete or other liquids and is used as an indicator of the pressure exerted by the concrete or liquid material on the device. Mechanical resistance of the movable component is achieved using a calibrated spring or similar mechanical resistance element. The movable part consists of a pressure plate attached to a scaled cylindrical core, calibrated to provide measurements of the external concrete or liquid pressure. The movable component and mechanical resistance element are installed in a casing with flanges to attach the apparatus to the formwork or vessel.

Cement Containing Forms with Insulating Properties

Various cement-containing forms and related compositions and methods are disclosed herein. Some cement-containing forms disclosed in this application include cement and expanded polystyrene. The cement forms, in some cases, are formed by a process that involves combining cement and expanded polystyrene with one or more liquids that interact with the expanded polystyrene to improve adhesion between the cement and the expanded polystyrene. The resulting forms may provide insulating properties. Some of the disclosed cement-containing forms and compositions may also have a relatively low density in comparison with other cement-containing compositions. 1. A cement-containing form comprising:cement; andexpanded polystyrene;wherein the cement-containing form has a resistive strength of greater than 700 psi.2. The cement-containing form of claim 1 , wherein the cement-containing form is substantially devoid of sand claim 1 , gravel claim 1 , and rock.3. The cement-containing form of claim 2 , wherein the ratio of expanded polystyrene to cement is greater than 3:1 by volume.4. The cement-containing form of claim 2 , wherein the ratio of expanded polystyrene to cement is greater than 4:1 by volume.5. The cement-containing form of claim 1 , wherein the expanded polystyrene comprises polystyrene beads of less than ¼ inch in diameter.6. The cement-containing form of claim 1 , wherein the cement comprises calcium oxide and silica.7. The cement-containing form of claim 1 , further comprising one or more of acrylic enamel claim 1 , acrylic urethane claim 1 , and acrylic lacquer.8. The cement-containing form of claim 7 , wherein the one or more of acrylic enamel claim 7 , acrylic urethane claim 7 , and acrylic lacquer are less than 5% of the cement-containing form by volume.9. The cement-containing form of claim 1 , further comprising one or more of ether claim 1 , methylene chloride claim 1 , methyl ethyl ketone claim 1 , 1 claim 1 ,3 claim 1 ,-diethenyl benzene claim 1 , benzene ...

Backer Panel for Form Liners

A structurally supportive backer panel formed to fit within the recesses of a form liner to support the form liner when casting textured surfaces into concrete. The backer panel has a series of protrusions which fit within the recesses of the form liner in order to prevent the concrete pressure from deflecting and buckling the form liner. When the wet concrete is poured into a form fitted with the backer panel and form liner, the concrete fills the form and contacts the form liner, wherein the backer panel ensures that the shape of the form liner is not affected by the pressure and weight of the concrete. 1. A form liner backer panel system , comprising:a form liner having an anterior surface and a posterior surface, said form liner formed with a protrusion geometry creating a plurality of protrusions in the form liner;a backer panel having an anterior surface and a posterior surface and formed with a protrusion geometry comprising a plurality of patterned sections having a plurality of protrusions, wherein the protrusions of each patterned section are formed to be received within a single protrusion of the form liner; andwherein the backer panel is positioned between the form liner and a form system having an interior surface and whereby the backer panel posterior surface is contiguous to the form liner anterior surface and the backer panel anterior surface is contiguous to the form system interior surface.2. The form liner backer panel system of claim 1 , wherein the form liner covers the backer panel.3. The form liner backer panel system of claim 1 , wherein the protrusions of the backer panel are configured to receive the protrusions of an adjacent backer panel.4. The form liner backer panel system of claim 1 , wherein the backer panel is removably attached to the form liner.5. The form liner backer panel system of claim 1 , wherein the protrusion geometry of the form liner is a sawtooth pattern and the protrusion geometry of the backer panel is a sawtooth ...

INSULATED CONCRETE SLIP FORM AND METHOD OF ACCELERATING CONCRETE CURING USING SAME

The invention comprises a concrete form. The form comprises a first concrete forming panel having a first primary surface adapted for forming and contacting plastic concrete and a second primary surface opposite the first primary surface; a layer of insulating material contacting and substantially covering the second primary surface of the first concrete forming panel; and an insulating blanket adjacent the first concrete forming panel. A method of using the concrete form is also disclosed. 120-. (canceled)21. A method comprising:placing a first quantity of concrete in a concrete form, wherein the concrete form comprises a concrete forming panel and a reinforcing frame, wherein a layer of insulating material is disposed between the reinforcing frame and the first quantity of plastic concrete;sensing the temperature of the first quantity of concrete in the concrete form;moving the concrete form to an adjacent position after the first quantity of concrete reaches a desired temperature, wherein at least a portion of the first quantity of concrete is not within the concrete form;placing a second quantity of concrete in the concrete form.22. The method of claim 21 , wherein sensing the temperature of the first quantity of concrete in the concrete form comprises a first temperature sensor in thermal communication with the first quantity of concrete and a computing device operatively associated with the first temperature sensor.23. The method of further comprising substantially covering the portion of the first quantity of concrete not within the concrete form with an insulating blanket.24. The method of further comprising sensing the temperature of the first quantity of concrete substantially covered with the insulating blanket.25. The method of claim 24 , wherein sensing the temperature of the first quantity of concrete substantially covered with the insulating blanket comprises a second temperature sensor in thermal communication with the first quantity of concrete ...

Methods and Apparatus for Computer-Assisted Spray Foam Fabrication

In exemplary implementations of this invention, a nozzle sprays foam, layer by layer, to fabricate a fabricated object according to a CAD model, and a subtractive fabrication tool removes material from the fabricated object according to a CAD model. The fabricated object comprises a mold or an interior form. The foam may be low-density, high strength and fast-curing. The foam may be used for large-scale 3D printing. For example, the foam may be used to 3D print molds for walls of homes. The foam molds may be left in place, after casting concrete in the molds, to serve as insulation. Or for example, the foam may be used to 3D print on site an internal form for a large wind turbine blade. The wind turbine blade may then be produced on site by depositing fiberglass on the outside of the internal form. 2. The apparatus of claim 1 , wherein the one or more computers are programmed to control the spraying that fabricates the walls of the mold claim 1 , such that the mold is configured to partially surround a casting material while the casting material cures.3. The apparatus of claim 1 , wherein the foam is chemically setting.4. The apparatus of claim 1 , wherein the one or more computers are programmed to control the spraying such that at least one material property of the foam that comprises the mold varies spatially within the mold.5. The apparatus of claim 1 , wherein the one or more computers are programmed to control the actuator and tool module such that the spraying by the nozzle causes an exterior surface of the mold to be doubly-curved.6. The apparatus of claim 1 , wherein the one or more computers are programmed to control the actuator and tool module such that the removal of material causes an exterior surface of the mold to become smoother immediately after the removal than immediately before the removal.7. The apparatus of claim 1 , wherein:(a) the foam is sag-resistant; and(b) the one or more computers are programmed to cause the spraying to occur during a ...

Formliner for forming a pattern in curable material and method of use

Features for formliners to form a decorative pattern in a curable material and methods of using the same are disclosed. An improved formliner is disclosed with substantially seamlessly connecting components that reduces the need for using adhesives for interconnecting a plurality of formliners in a pattern. Further, the formliner is configured to reduce and/or substantially eliminate visible seams in order to create a more natural appearance in a finished product of the curable material.

INSULATED CONCRETE FORM AND METHOD OF USING SAME

The invention comprises a foam insulating panel having an outer surface and a reinforcing member adhered to at least a portion of the outer surface of the foam insulating panel. An insulated concrete form and a method of using the insulated concrete form are also disclosed. 140-. (canceled)41. A method comprising:positioning a first foam insulating panel on a support surface, the first foam insulating panel having a first primary surface and an opposite second primary surface, wherein the first foam insulating panel is polystyrene foam and wherein a first reinforcing member substantially covers the first primary surface of the first foam insulating panel; andpositioning a second foam insulating panel on a support surface spaced from the first foam insulating panel thereby defining a concrete receiving space between the second primary surface of the first foam insulating panel and the second primary surface of the second foam insulating panel, the second foam insulating panel having a first primary surface and an opposite second primary surface, wherein the second foam insulating panel is polystyrene foam and wherein a second reinforcing member substantially covers the first primary surface of the second foam insulating panel; andpositioning an anchor member in the first foam insulating panel, the anchor member having a first enlarged portion and an elongate portion, wherein the first enlarged portion is adjacent a first end of the elongate portion, the anchor member being disposed such that the elongate portion extends at least partially through the first foam insulating panel and at least a portion of the first reinforcing member is disposed between the first primary surface of the first foam insulating panel and the first enlarged portion of the anchor member and wherein the elongate portion extends outwardly from the second primary surface of the first foam insulating panel.42. The method of claim 41 , further comprising:positioning a second foam insulating panel ...

FOUNDATION WATERPROOFING AND INSULATION FORM SYSTEM AND METHOD

Systems and methods for making a waterproofed concrete wall assembly, such as for a basement wall. A form is constructed. At least a first side of the form is made of one or more boards having a polymer foam and a fibrous facer. At least some of the boards have perimeter edges shaped such that some adjacent boards overlap at the shaped perimeter edges. Concrete is poured into the gap between the sides of the form, and is allowed to harden. The other side of the form may be removed, while leaving the boards of the first side of the form in place adjacent the hardened concrete. Some of the concrete is infused into the fibrous facers of at least some of the boards. 1. A waterproofed concrete wall assembly , comprising:a vertical wall of hardened concrete, the wall having a first side and a second side; anda plurality of boards, each of the plurality of boards comprising opposite first and second major surfaces and comprising perimeter edges between the major surfaces, and each of the plurality of boards comprising a polymer foam layer and a fibrous facer joined to the polymer foam layer;wherein the first major surface of each of the plurality of boards is disposed in contact the first side of the vertical wall of hardened concrete;and wherein at least some of the perimeter edges of the boards are shaped to overlap with shaped perimeter edges of one or more adjacent boards;and wherein some of the concrete is infused into the fibrous facer, the fibrous facer having been present during pouring of the concrete.2. The waterproofed concrete wall of assembly of claim 1 , wherein at least some of the perimeter edges of the boards comprise caps shaped to provide the overlapping shapes.3. The waterproofed concrete wall of assembly of claim 2 , wherein the caps are made of metal claim 2 , plastic claim 2 , or polymer foam.4. The waterproofed concrete wall of assembly of claim 1 , wherein the polymer foam of the polymer foam layer is a polyisocyanurate foam.5. The waterproofed ...

FOUNDATION WATERPROOFING SYSTEM AND METHOD

Systems and methods for making a waterproofed concrete wall assembly, such as for a basement wall. A waterproof liner is present at the pouring of the concrete of the wall assembly, and has a fibrous layer into which concrete can infuse before hardening. The waterproof liner may include one or more boards including a polymer foam. The boards may line a form used to make the wall assembly, or may make up part of the form. 1. A waterproofed concrete wall assembly , comprising:a vertical wall of hardened concrete, the wall having a first side and a second side;one or more boards forming a waterproof liner adjacent the first side of the wall of hardened concrete, each of the boards comprising a polymer foam and a fibrous facer joined to the polymer foam, wherein some of the concrete is infused into the fibrous facer, the fibrous facer having been present at an inner surface of a form during pouring of the concrete.2. The waterproofed concrete wall assembly of claim 1 , wherein the fibrous facer is a nonwoven facer.3. The waterproofed concrete wall assembly of claim 2 , wherein the polymer foam is polyisocyanurate foam.4. The waterproofed concrete wall assembly of claim 2 , wherein the polyisocyanurate foam has a density between 2.5 lb/ft3 and 25 lb/ft3.5. The waterproofed concrete wall assembly of claim 2 , wherein the polyisocyanurate foam has a density between 4 lb/ft3 and 15 lb/ft3.6. The waterproof concrete wall assembly of claim 1 , wherein a plurality of boards are present claim 1 , and further comprising tape sealing joints between the plurality of boards.7. The waterproof concrete wall assembly of claim 6 , wherein the tape is on an inner side of the plurality of boards claim 6 , in contact with the concrete.8. The waterproof concrete wall assembly of claim 6 , wherein the tape is on an outer side of the plurality of boards.9. A method of making a waterproofed concrete wall assembly claim 6 , the method comprising:constructing a form, the form having a first ...

HIGHLY DURABLE TEXTILE REINFORCING PANEL USED AS CONCRETE FORM, AND METHOD OF CONSTRUCTING REINFORCED CONCRETE STRUCTURE USING THE SAME

Provided are a highly durable textile reinforcing panel used as a concrete form and a method for constructing a reinforced concrete structure using the same. The highly durable textile reinforcing panel is configured to resist a lateral pressure caused due to a self-load of concrete which is not cured during construction and function as a structure reinforcing material by being integrated with concrete cured after the construction, is integrated with the concrete structure via a textile shear connector formed on a highly durable concrete panel, and allows a lattice-shaped reinforcing material to remarkably increase flexural strength of the highly durable concrete panel, and thus a flexural strength of the entire concrete structure is remarkably increased when the highly durable textile reinforcing panel used as a concrete form is structurally integrated with the concrete structure. 1. A highly durable textile reinforcing panel used as a permanent concrete form formed on one side of a reinforced concrete structure when the reinforced concrete structure is constructed , the panel comprising:a highly durable concrete panel formed of a high stiffness and durability material with a predetermined thickness and configured to function as the permanent concrete form for constructing the reinforced concrete structure; anda panel reinforcing textile including a latticed textile reinforcing material for reinforcing the highly durable concrete panel and textile shear connectors and formed such that the textile shear connectors are partially exposed to one side of the highly durable concrete panel,wherein the panel reinforcing textile includes the latticed textile reinforcing material embedded in the highly durable concrete panel and the plurality of textile shear connectors which are shear connectors partially exposed to the one side of the highly durable concrete panel and formed on the latticed textile reinforcing material,wherein a net structure of the latticed textile ...

CONCRETE FORM ASSEMBLY

Concrete form assemblies having insulating foam panels are created using locking members embedded within the insulating foam panels and ties each having a pair of side rails for coupling two insulating foam panels together at a predetermined distance apart, the locking members and side rails being adapted so that either side rail can be coupled to either locking member and either of the ends of the rails and locking members can be toward the top or bottom of the assembly when the rails are coupled to the locking members. 1. A concrete form assembly comprising:a. a first insulative panel and a second insulative panel arranged end to end and in contact with each other at an abutment, each of said first insulative panel and said second insulative panel comprising a first locking member having an inner plate, an outer plate, a plurality of struts extending between the inner plate and the outer plate and holding the inner plate and outer plate in spaced relation relative to each other, a plurality of teeth projecting from a first surface of the inner plate and arranged in two rows each having opposing ends and separated from each other by a space, each of said plurality of teeth having a recess open toward the space and an inside surface;b. first and second ties each comprising a first rail having a first rail member, a second rail member, a connecting member, wherein the rail of the first tie is adapted to permit the connecting member of the first tie to slide through the space of the first locking member of the first insulative panel of while the first rail member of the first tie slides through and is captured by the recesses of the teeth of the first locking member of the first insulative panel and the second rail member of the first tie slides across the inside surfaces of the teeth of the first locking member of the first insulative panel, and wherein said locking tabs are adapted to engage the opposing ends of the two rows, and wherein the rail of the second tie ...

FORMWORK OF REDUCING THICKNESS DUE TO LOADING OF SLAB CAST IN-SITU

An apparatus, and a method of use of the apparatus, for forming a concrete slab are provided. A formwork may include a support element having a layer of active material bonded on each side to a backing sheet. The active material is chosen to slowly compress over time when placed under a load, and the rate of compression is chosen such that the layer of active material continues to support the slab until such time as the slab becomes self-supporting (i.e., the concrete has cured/set). Another feature is the inclusion of a surface of the backing sheet with a relatively low coefficient of friction. When two support elements are laid one on top of the other with the surfaces in contact, the upper support element may slide over the lower support element, for example during a seismic event. 1. A method of forming a concrete slab to be supported on a top surface of one or more load bearing members , wherein the formwork used to support the concrete when poured includes a support element having a support surface onto which concrete is poured to form the concrete slab , the method comprising:providing a load bearing member to support the slab when cured;providing a formwork including a support element having a layer of active material that compresses progressively under the load exerted by the concrete over a time it takes for the concrete to cure;covering a space around the load bearing member, including under the concrete slab when poured, with the support surface of the support element facing towards where the slab will be formed;sealing any space between a top surface of the load bearing structure and the support surface to form a continuous surface onto which concrete can be poured; andpouring the concrete over the continuous surface, whereinthe providing of the load bearing member comprises providing a load bearing member comprising at least part of a base isolation device, anda surface of the base isolation device forms the top surface of the load bearing member.2. ...

STAY-IN-PLACE CONCRETE FORM CONNECTOR

A stay-in-place concrete form includes masonry shells layered with rigid insulation tied with plastic cross tie assemblies. The masonry shells can be connected with plastic dovetail connectors that compensate for the variation in height of the shells. This allows for the shells, together with the connectors, to be a consistent height and allows for dry stacking. This dry stacking method can result in labor time and training savings over conventional masonry mortar construction. 1. (canceled)2. (canceled)3. (canceled)4. (canceled)5. (canceled)6. (canceled)7. (canceled)8. (canceled)9. A wall form system comprising:a pair of parallel, spaced apart form walls, each configured from multiple concrete masonry unit shells that are engaged together top edge to bottom edge to form above said walls;multiple aligned vertical channels formed along height of concrete masonry unit shells, with each channel having an elongated, substantially tapered width, open slot formed through the wall surface into the interior of the shell and facing towards the opposing form wall;plastic connectors sized and shaped to snugly fit into vertical channels of concrete masonry unit shells, each connector extending half its length into a concrete masonry unit shell below and half its length extending into a concrete masonry unit shell to be joined above, multiple plastic connectors joining two concrete masonry unit shells that are stacked top edge to bottom edge;ties for interconnecting and immobilizing spaced apart form walls, with said ties each comprising a plastic tube, length of plastic tube cut to match width of space between spaced apart form walls, shaped to snugly fit into aperture of opposing aligned plastic connectors, plastic connector and plastic tube to be permanently connected by threading a metal connector through adjacent surfaces of plastic tube and plastic connector;above said plastic connector formed with aperture sized and shaped to snugly fit insertion of ties, plastic ...

Edge form system for forming simulated stone coping

An edge form system has a molded liner and a form board. The molded liner has a textured imprinting on the inner surface for forming a simulated stone coping and a first interlocking element. The form board has a base for mounting the form board on a vertical structure, a coping support wall, a liner receiver, and a second interlocking element for interlocking with the first interlocking element.

FORMLINER AND METHOD OF USE

A formliner, sheet, system, and methods of use and manufacture are provided in order to provide a product that can minimize and/or eliminate visible seaming between interconnected formliners during fabrication of a pattern on a curable material. In some embodiments, the formliner can comprise raised sections that define interrelated inner and outer dimensions. Thus, a plurality of formliners can be interconnected by overlaying raised sections thereof. Further, the formliner can comprise one or more detents and one or more protrusions to enable engagement between interconnected formliners without requiring adhesives. In this manner, formliners can be interconnected in a nested manner such that visible seaming between the interconnected formliners is reduced and/or eliminated. 128-. (canceled)29. A formliner configured to form a corner in curable material , the formliner comprising:a cell comprising a recessed side, at least a portion of cell configured to contact the curable material;a flange connected to the recessed side of the cell of the formliner; anda rib extending along at least a part of the cell of the formliner, the rib of the formliner comprising an opening having a cross-sectional profile corresponding to an exterior cross-sectional profile of a rib of an other formliner, and at least a portion of the rib of the formliner configured to contact the curable material,wherein the formliner is configured to be assembled with the other formliner to form the corner in the curable material by overlaying the opening of the formliner onto the rib of the other formliner to minimize visible seams in the curable material at the corner, andwherein the flange is configured to extend along at least a part of a cell of the other formliner to facilitate alignment of the formliner with the other formliner.30. The formliner of claim 29 , wherein at least a portion of the flange is movable relative to the recessed side of the cell of the formliner such that an angle between ...

Form Liner with Object Sealant

In some embodiments, a formliner comprises a body comprising a defining a plurality of cavities arranged in a repeating pattern. A sealant is provided in each cavity. The sealant comprises a gel mixture of wax and vegetable oil. In some embodiments, the wax comprises carnauba wax and/or beeswax.

BRACKET ASSEMBLY AND FORMING SYSTEM FOR STRUCTURAL COMPONENTS

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

FORMING PATTERN IN CONCRETE STRUCTURE USING MIXTURE OF SILICON AND CEMENT

There is provided a method for forming a pattern or a shape in a concrete wall structure, the method comprising: mixing a cement about 100% by weight and silicon about 50% by weight to form a mixed silicon; inserting the mixed silicon into a forming frame; pressing a pressing member onto the first surface and removing the pressing member from the first surface; attaching the forming frame onto the form; placing and curing a concrete to the surface of the mixed silicon in which the shape or pattern is defined; and removing the mixed silicon from the cured concrete, thereby to obtain a concrete wall structure having the three-dimensional pattern or shape formed therein. 1. A method for forming a pattern or a shape in a concrete wall structure , the method comprising:(a) mixing a cement about 100% by weight and silicon about 50% by weight to form a mixed silicon;(b) inserting the mixed silicon into a forming frame;(c) applying a separating agent on a first surface of the mixed silicon in the forming frame wherein the first surface is exposed;(d) pressing a pressing member onto the first surface and removing the pressing member from the first surface, thereby to form a three-dimensional pattern or shape in the mixed silicon, wherein the pressing member has the three-dimensional pattern or shape defined therein;(e) providing a form for a concrete;(f) attaching the forming frame onto the form;(g) applying a concrete releaser onto a surface of the mixed silicon in which the shape or pattern is defined;(h) placing and curing a concrete to the surface of the mixed silicon in which the shape or pattern is defined; and(i) removing the mixed silicon from the cured concrete, thereby to obtain a concrete wall structure having the three-dimensional pattern or shape formed therein.2. A method for forming a pattern or a shape in a concrete pillar structure , the method comprising:(a) mixing a cement about 100% by weight and silicon about 50% by weight to form a mixed silicon;(b) ...

TARGETED DELIVERY OF CONCRETE ADMIXTURE

A sheet of water-soluble material such as polyvinyl alcohol comprises a plurality of individual, sealed pockets , each pocket containing concrete admixture. The sheet is cut to size and attached to the interior of a formwork structure with, for example, PVA glue. After concrete is poured into the formwork, covering the sheet , the sheet dissolves, releasing the admixture onto the surface of the concrete as it sets. In another arrangement, a sealed container formed from a water-soluble material contains concrete admixture. The external wall of the container has a plurality of regions where a thickness of the wall is reduced. The container is attached to interior walls of a formwork structure or to reinforcing bars inside a formwork structure. After concrete is poured into the formwork, submerging the container, the container dissolves, with the thinner regions dissolving sooner, releasing the admixture into the concrete. 1. A device for targeted delivery of concrete admixture comprising a sheet formed from a water-soluble material , the sheet having a plurality of sealed pockets extending across the surface of the sheet in both lateral dimensions , each pocket containing a quantity of concrete admixture.2. The device of wherein the pockets are closely packed.3. The device of wherein the pockets are circular in outline.4. The device of wherein the concrete admixture comprises an admixture that is applied to the surface of formwork in normal use.5. The device of wherein the concrete admixture comprises at least one of pigment and texturing material.6. The device of wherein claim 1 , in use claim 1 , the sheet is fixed to a surface of a formwork structure prior to pouring the concrete.7. The device of wherein the sheet is arranged to be cut along sealed edges between pockets without breaking open the pockets to create a sheet of a desired shape and size.8. The device of wherein at least some of the sealed edges are perforated.913.-. (canceled)14. The device of wherein ...

Bracket assembly and forming system for structural components

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

TEXTURED EXTERIOR MOLD FOR STRUCTURAL CONCRETE COLUMNS

A pliable mold useful for forming concrete columns includes protrusions and/or recesses which form decorative complementary recesses and/or protrusions on the resultant column. 1. A method of making a decorative concrete column , the method comprising:providing a concrete form and a pliable sheet having protrusions, recesses, or both protrusions and recesses;placing the sheet inside the form with the protrusions and/or recesses directed radially inward;filing the mold with wet concrete; andpermitting the concrete to set.2. A method according to claim 1 , wherein providing comprises providing a sheet which comprises only protrusions.3. A method according to claim 1 , wherein providing comprises providing a sheet which comprises only recesses.4. A method according to claim 1 , wherein providing comprises providing a sheet which comprises both protrusions and recesses.5. A mold useful for forming a decorative concrete column claim 1 , the mold comprising:a pliable sheet comprising protrusions, recesses, or both protrusions and recesses.6. A mold according to claim 5 , wherein the sheet comprises only recesses.7. A mold according to claim 5 , wherein the sheet comprises only protrusions.8. A system useful for forming concrete columns claim 5 , the system comprising:a concrete form having a hollow interior; and{'claim-ref': {'@idref': 'CLM-00005', 'claim 5'}, 'a mold according to positioned in the form hollow interior.'} This application claims priority under 35 U.S.C. § 119 to U.S. Provisional App. No. 62/787,420, filed 2 Jan. 2019, the entirety of which is incorporated by reference herein.The present invention relates to devices, systems, and processes useful as concrete molds, and more specifically to decorative concrete column molds.A reinforced concrete column is a structural member designed to carry compressive loads for buildings and other structures. They are composed of concrete with an embedded steel frame to provide reinforcement; while less common, the steel ...

Form For Casting A concrete Light Pole Base

A process and form for casting a concrete light pole base having a decorative upper portion with a configuration for mounting a light pole. The form includes a base having an opening in which a resilient insert is positioned. The insert has openings for holding threaded ends of mounting bolts and for positioning wiring conduits. Ends of the bolts extend from the insert into the mold cavity. Different inserts may be used to accommodate different light pole mounting specifications. A first form section for shaping a decorative upper portion of the light pole base is positioned on the base, and forms for shaping the cylindrical lower end of the light pole base are secured above the first form section.

Modular panel for pool walls and corresponding pool

A modular panel made of plastic material for manufacturing pool walls comprises: a generally rectangular main body of which a first surface is intended for being oriented toward the inside of the pool, the lengths of the main body defining a reference plane; a complementary body capable of being attached to a second surface of the main body and defining a hollow column intended for receiving concrete, wherein the first surface has an initial convex transverse curve on the width of the main body in a plastic injection mold, the maximum amplitude of the transverse curve relative to the reference plane being selected to compensate for all or part of the deformations that occur between the removal from the mold and the setting of the concrete, in the transverse and longitudinal directions.

Production Of Pre-Stressed Concrete Structures Using Fibrous Reinforcing Tendons

A pre-stressed cast concrete structure comprises embedded fibrous reinforcing tendons in tension. The fibrous reinforcing tendons each comprises a plurality of continuous non-metallic fibers extending substantially the entire length of the tendon. A system for pre-stressing a cast concrete structure includes a mold for containing concrete, fibrous reinforcing tendons, chuck assemblies associated with the reinforcing tendons and a tensioning mechanism. When cured, the concrete rigidly surrounds the reinforcing tendons such that the reinforcing tendons are maintained in tension. The chuck assemblies have a plurality of jaws that contact the reinforcing tendons in a manner to resist damage to the fibers. 1. A pre-stressed cast concrete structure comprising a plurality of embedded fibrous reinforcing tendons in tension , wherein each of said fibrous reinforcing tendons comprising a plurality of continuous non-metallic fibers extending substantially the entire length of said tendon.2. The pre-stressed cast concrete structure of claim 1 , wherein said non-metallic fibers are selected from the group consisting of basalt fibers claim 1 , carbon fibers claim 1 , polymeric fibers claim 1 , glass fibers and mixtures thereof.3. The pre-stressed cast concrete structure of claim 1 , wherein said non-metallic fibers are embedded in a composite matrix with a binding polymer comprising a thermoset resin or a thermoplastic resin.4. The pre-stressed cast concrete structure of claim 3 , wherein said binding polymer is selected from the group comprising epoxy claim 3 , a polyester claim 3 , a vinyl ester or nylon.5. A chuck assembly for retaining a fibrous reinforcing tendon in tension claim 3 , the chuck assembly comprising:(a) a cylindrical housing having an incoming end and an outgoing end, said housing having an interior surface that tapers inwardly from said outgoing end to said incoming end to form a central annular opening at said incoming end;(b) a plurality of jaws, each of ...

CONCRETE FORM APPARATUS

Disclosed herein is a concrete form apparatus that can be utilized to establish a rigid perimeter within which concrete can be poured for curing. A first component of the concrete form apparatus can be composed of a flat rigid material that is rectangular in shape and includes perforations along the lengthwise dimension of the material such that, when the material is folded along the perforations, an internal cavity is formed. The second component of the concrete form apparatus can be composed of a material having dimensions sized in accordance with the internal cavity of the folded material such that the first component can be folded along the perforations in the manner described above to encapsulate the second component within the internal cavity. Adhesive layers can be applied to prevent the concrete form apparatus from separating, and layers of the concrete form apparatus can be coated with a waterproofing substance. 1. A concrete form apparatus , comprising:a first component composed of a rigid material that is rectangular in shape and includes at least three perforations along a lengthwise dimension of the rigid material, anda second component composed of a core material having dimensions sized in accordance with an internal cavity that is formed when the rigid material is folded along the at least three perforations, whereinthe second component is placed onto the first component, and the first component is folded along the at least three perforations to encapsulate the second component within the internal cavity to establish the concrete form apparatus.2. The concrete form apparatus of claim 1 , wherein the rigid material is composed of cardboard claim 1 , paperboard claim 1 , fiberboard claim 1 , matboard claim 1 , or chipboard.3. The concrete form apparatus of claim 1 , wherein the rigid material comprises a single face board claim 1 , a single wall board claim 1 , a double wall board claim 1 , or triple wall board.4. The concrete form apparatus of claim 1 ...

SYSTEM AND METHOD FOR FORMING PREFABRICATED BUILDING PANELS

A system, comprising: at least one planar member having a two- or three-dimensional surface pattern formed thereon or therein; and a plurality of resilient spacers removably positionable on or in the surface pattern to form a surface relief pattern of spaced-apart recesses on the at least one planar member. 1. A system , comprising:at least one planar member having a two- or three-dimensional surface pattern formed thereon or therein; anda plurality of resilient spacers removably positionable on or in the surface pattern to form a surface relief pattern of spaced-apart recesses on the at least one planar member.2. A system according to claim 1 , wherein the at least one planar member comprises a horizontal planar member and a plurality of vertical planar members arranged in or around the horizontal planar member to form a mould for receiving concrete.3. A system according to or claim 1 , wherein the surface pattern comprises slots in the at least one planar member claim 1 , and the resilient spacers comprise ribs removably receivable in the slots.4. A system according to or claim 1 , wherein the surface pattern comprises surfaces markings on the at least one planar member claim 1 , and the resilient spacers comprise self-adhesive ribs removably positionable on the surface markings.5. A system according to claim 3 , wherein the slots and the resilient spacers have complementary releasably interlocking configurations.6. A system according to claim 5 , wherein each resilient spacer comprises a head and a base claim 5 , wherein the head is configured to resiliently and sealingly compress against a horizontally adjacent one of the substantially planar architectural components claim 5 , and wherein the base is configured to be anchored in a vertically adjacent one of the slots.7. A system according to claim 6 , wherein the head has a hollow claim 6 , semi-circular or semi-elliptical cross-section claim 6 , and the base comprises one or more pairs of upward angled barbs.8. ...

MODULAR SUPPORT STRUCTURES FOR FLOORS

A modular support structure for floors may include: a plurality of support elements, configured to combine with one another, for formation of a plane on which concrete can be laid, on which a floor in turn can be made. Each of the support elements includes at least one sustaining element, on top of which at least one insulating plate is associated, the at least one insulating plate configured to form a plane for the concrete. The at least one sustaining element includes at least one sustaining tubular element configured to extend from the at least one insulating plate to the ground. The support elements are configured to keep free space between the at least one insulating plate and the ground. The at least one sustaining tubular element is open on top, so that the concrete enters the at least one sustaining tubular element to form a sustaining pillar. 1. A modular support structure for floors , the modular support structure comprising:a plurality of support elements, configured to combine with one another, for formation of a plane on which a layer of concrete can be laid, on which a floor in turn can be made;wherein each of the support elements comprises at least one sustaining element, on top of which at least one substantially horizontal or arched insulating plate is associated, the at least one substantially horizontal or arched insulating plate configured to form the plane for the layer of concrete,wherein the at least one sustaining element comprises at least one sustaining tubular element configured to extend from the at least one substantially horizontal or arched insulating plate to the ground,wherein the support elements are configured to keep free space, between the at least one substantially horizontal or arched insulating plate and the ground, that can be kept empty or can be filled with suitable material, andwherein the at least one sustaining tubular element is open on a top, so that during casting of the concrete, the concrete enters the at least one ...

Removable composite insulated concrete form, insulated precast concrete table and method of accelerating concrete curing using same

The invention comprises a concrete form. The concrete form comprises a first panel having a first primary surface for contacting plastic concrete and a second primary surface opposite the first surface, wherein the first panel is made from a rigid plastic sheet or a metal sheet; and a second panel spaced from the second primary surface of the first panel, wherein the second panel is made from a rigid plastic sheet or a metal sheet. The concrete form also comprises a layer of insulating material disposed between the first panel and the second panel. A method of using the concrete form is also disclosed.

Sheet for protecting a formwork surface, formwork installation, method of production and method of use

The invention relates to a sheet ( 10 ) for protecting a form-work surface, intended to surround a construction material. According to the invention, the sheet ( 10 ) comprises at least: a front layer, including at least one polymer material and provided to be in contact with the construction material so as to reduce wear and the formation of grooves on the framework surface and to limit adhesion of the construction material during removal of the formwork; and a rear adhesive layer, provided to be positioned against the formwork surface and rigidly connect the sheet ( 10 ) to the formwork surface before the construction material is introduced. The invention also relates to a formwork installation ( 1 ) equipped with at least one such sheet ( 10 ). The invention further relates to a method of producing and a method of using a sheet ( 10 ) of this type.

Improvements in formwork

A collapsible formwork element, the element including: a pair of opposing side wall panels; and at least one connector member extending between the side wall panels, wherein the formwork element is movable between an expanded configuration, wherein the opposing panels are spaced apart, and a collapsed configuration, wherein the opposing panels are relatively closer together.

FORMWORK ELEMENT

A formwork element has a theft protection, wherein a base layer is applied onto at least one surface of the formwork element, and wherein at least one signal module for communication with at least one base station is provided. The base layer being designed in a water-tight manner, and an at least partially porous concrete-repellent separating layer is provided above the base layer. 1. A formwork element having anti-theft protection , wherein a base layer is disposed on at least one surface of the formwork element , wherein at least one signal module is provided for communication with a base station , the base layer being watertight , and wherein an at least partially porous , concrete-repellent separating layer is provided above the base layer , and wherein the separating layer has a smooth surface towards hardening concrete , wherein pores present in the separating layer are formed in such a way that they can take up a separating agent which emerges on the smooth surface , allowing for simple and clean demolding , and in that a separating agent reservoir layer is arranged between the base layer and the separating layer , in which a separating agent for delivery to the separating layer is stored , the separating agent reservoir layer being formed in such a way that , after some demolding events , more separating agent can continue to diffuse from the separating agent reservoir layer into the separating layer in order to replace the separating agent which was already consumed.2. The formwork element according to claim 1 , wherein the signal module comprises a sensor input which is connected to a sensor for measuring the separating agent content of the separating agent reservoir layer.3. The formwork element according to claim 1 , wherein a printed circuit comprising the signal module and a power supply is provided inside the separating agent reservoir layer or the base layer claim 1 , so that the printed circuit comprising the signal module and associated power ...

SELF-ANNEALING CONCRETE, SELF-ANNEALING CONCRETE FORMS, TEMPERATURE MONITORING SYSTEM FOR SELF-ANNEALING CONCRETE FORMS AND METHOD OF MAKING AND USING SAME

The invention comprises a product. The product comprises a first removable concrete form having a concrete forming face and a first insulating panel insert having a first primary surface and an opposite second primary surface, wherein the second primary surface of the first insulating panel insert contacts the concrete forming face of the first removable concrete form. The product also comprises an elongate anchor member having an enlarged portion and an elongate portion, the elongate portion having a first end and an opposite second end, wherein the enlarged portion is disposed adjacent the first end and contacts the second primary surface of the first insulating panel insert and wherein the elongate portion extends through the first insulating panel insert and extends outwardly from the first primary surface of the first insulating panel insert. A method of using a removable insulated concrete form system is also disclosed. 120-. (canceled)21. A method comprising:providing a first removable concrete form having a concrete forming face;providing a first insulating panel insert having a first primary surface and an opposite second primary surface, wherein the second primary surface of the first insulating panel insert contacts the concrete forming face of the first removable concrete form;providing a first opposing concrete form opposite the first removable concrete form and first insulating panel insert defining a first concrete receiving space therebetween;disposing a first temperature sensor in the first concrete receiving space;disposing a wireless transmitter in a first cavity formed in the second primary surface of the first insulating panel insert, the wireless data transmitter being operatively connected to the first temperature sensor so that the first temperature sensor can provide a signal to the wireless transmitter corresponding to the temperature sensed by the first temperature sensor, wherein the first cavity is not in fluid communication with the ...

Method for Fabricating a Composite Construction Element

The present invention relates to a method for fabricating a composite construction element using a mould fabricated by a computer-controlled apparatus. The method comprises the steps of fabricating the mould having one or more receiving portions dimensioned to receive one or more respective objects responsive to computer instructions relating to the mould geometry, positioning the one or more objects in respective receiving portions, covering at least a portion of the mould and the one or more objects with settable material, and at least partially curing the settable material, thereby forming the composite construction element having the one or more objects embedded therein.

MODULAR FORMWORK SYSTEM FOR PRODUCING CONCRETE ELEMENTS

The invention relates to a modular formwork system () for producing concrete elements (), consisting of a plurality of individual moulds (), said individual moulds () being produced at least on the surface () which faces the concrete, which is made of a plastic () that is cured layer by layer. The invention also relates to a method for producing the formwork system, and to a washer device for washing same. 1. A modular formwork system for producing concrete elements comprising: a plurality of individual molds , wherein the individual molds are produced , at least on the surface facing the concrete elements , from a plastic with a high-resolution surface that is cured in layers in an additive manufacturing process , and wherein the individual molds additionally have a printed or foamed layer with a lower resolution that adjoins the high-resolution surface.2. The modular formwork system as recited in claim 1 , characterized in that the formwork system includes at least one device for fixing the individual molds.3. The modular formwork system as claimed in claim 1 , characterized in that the individual mold or a component connected thereto includes a memory on which information on the individual mold is stored.4. The modular formwork system as claimed in claim 1 , characterized in that the individual molds are manufactured from a recyclable base carrier and a releasable plastic which can be recycled for reuse in 3D printing.5. The modular formwork system as recited in claim 1 , characterized in that the plurality of individual molds comprise at least one layer of cured foam.6. The modular formwork system as recited in claim 1 , characterized in that the plurality of individual molds are at least partially built up from honeycomb structures.7. The modular formwork system as recited in claim 1 , further comprising at least one mold core which is connected to at least one individual mold of the plurality of individual molds via plastic which is cured in layers.8. The ...

FORMLINER FOR FORMING A PATTERN IN CURABLE MATERIAL AND METHOD OF USE

Features for formliners to form a decorative pattern in a curable material and methods of using the same are disclosed. An improved formliner is disclosed with substantially seamlessly connecting components that reduces the need for using adhesives for interconnecting a plurality of formliners in a pattern. Further, the formliner is configured to reduce and/or substantially eliminate visible seams in order to create a more natural appearance in a finished product of the curable material. 1125-. (canceled)126. A formliner for use in creating a pattern in curable material , the formliner comprising:a cell comprising a base configured to face curable material, the base configured to create a pattern in the curable material; a first section connected with the cell and comprising a first rib end, the first section configured to face the curable material in use; and', 'a second section connected with the cell and comprising a second rib end,, 'a rib system comprising a plurality of ribs extending along the cell and forming at least a part of a boundary of the cell, the plurality of ribs comprisingat least a portion of the first section configured to overlap onto at least a portion of the second section; anda channel connecting at least a part of the cell to at least one rib of the plurality of ribs, the channel configured to accept the first rib end in the channel,wherein at least a portion the first rib end is in the channel with the at least a portion of the first section overlapping onto the at least a portion of the second section, andwherein the second section comprises a wall extending out of the channel, the wall extending out of the channel perpendicular to a general extent of the base of the cell.127. The formliner of claim 126 , wherein the wall comprises a lower portion at least partially formed by an intersection of the wall and a bottom of the channel.128. The formliner of claim 127 , wherein the intersection of the wall and the bottom of the channel is a ...

DEVICE AND METHOD FOR THE CREATING OF SUPPORTS, FORMWORKS, OR STRUCTURES MADE OF FOAMED PLASTICS, AS WELL AS DEVICE AND METHOD FOR THE CREATING OF CONSTRUCTIONS

The object of the invention are the device and method for the creating of supports, formworks, and structures made of foamed plastics, and the method for the creating of constructions, which can be used especially for the incremental creation of concrete structures, as well as the device and method for the creating of concrete constructions, especially in the incremental technique, where the supports, formworks, and structures are made of foamed plastics using the incremental technique. 141131103. A device for the creating of supports , formworks , or structures made of foamed plastic , designed to be placed on a controlled manipulator , having means for the supplying of plastic , especially plastic in the form of pellets , such as a storage container , or means for pneumatic transport , a screw extruder sleeve , especially a heated one , an extruder screw , a blowing agent feeding assembly , and preferably an outlet nozzle located at the end of the extruder sleeve , characterized in that the blowing agent feeding assembly ( , ) includes a compressor , possibly with a buffer tank , a pump , or means adapted to the supplying of the blowing agent from outside the device , where this assembly is adapted to the supplying of the blowing agent as compressed gas , liquid , or supercritical liquid , where the device is configured so that , under normal use , in the extruder sleeve ( , ) the blowing agent is mixed with the plastic , and at the extruder outlet the blowing agent expands and the physical foaming of the plastic occurs.210621031072103106. The device according to characterized in that it has an outlet nozzle () placed at the end of the extruder sleeve ( claim 1 , ) and claim 1 , additionally claim 1 , has a return channel () whose one end connects with the extruder sleeve ( claim 1 , ) at a place before the outlet nozzle () claim 1 , as well as an extruder nozzle closing element.32103. The device according to characterized in that it additionally has a dye storage ...

String Line Bracket Systems

A string line bracket system for assessing linearity of a beam of a container. The string line bracket system including a body configured to attach to at least a portion of the beam of the container, and at least one string line member extending above an end of the body such that when a string having a length is attached to the at least one string line member, the length of the string is positionable along a side of the beam of the container. 1. A string line bracket system for assessing linearity of a beam of a container , the string line bracket system comprising:a body configured to attach to at least a portion of the beam of the container; andat least one string line member extending above an end of the body such that when a string having a length is attached to the at least one string line member, the length of the string is positionable along a side of the beam of the container.2. The string line bracket system of claim 1 , wherein the body is a bracket having an opening claim 1 , the opening of the bracket having a c-channel cross-sectional profile claim 1 , the bracket including a first member forming a first portion of the c-channel cross-sectional profile and a second member forming a second portion of the c-channel cross-sectional profile claim 1 , at least one of the first member or the second member being displaceable to adjust a width of the opening of the bracket.3. The string line bracket system of claim 1 , wherein the body is a first body and the beam is a first beam of the container claim 1 , and the string line bracket system further comprises:a second body configured to attach to at least a portion of the first beam or a second beam of the container; anda linkage attached to a side of an end of the first body and attached to a side of an end of the second body.4. The string line bracket system of claim 3 , wherein the linkage is a hinge.5. The string line bracket system of claim 3 , wherein the at least one string line member extends claim 3 , ...

Backer Panel for Form Liners

A structurally supportive backer panel formed to fit within the recesses of a form liner to support the form liner when casting textured surfaces into concrete. The backer panel has a series of protrusions which fit within the recesses of the form liner in order to prevent the concrete pressure from deflecting and buckling the form liner. When the wet concrete is poured into a form fitted with the backer panel and form liner, the concrete fills the form and contacts the form liner, wherein the backer panel ensures that the shape of the form liner is not affected by the pressure and weight of the concrete. 1. A backer panel for providing support for a form liner having a plurality of protrusions , comprising:a sheet having an anterior surface and a posterior surface and formed with protrusions configured to be received by the form liner, wherein a plurality of protrusions of said sheet are configured to be received by a single protrusion of the form liner; andwherein the sheet is placed between the form liner and a form system, the posterior surface of the sheet is contiguous to a posterior surface of the form liner and the anterior surface of the sheet is contiguous to an interior surface of the form system.2. The backer panel of claim 1 , wherein the sheet is further formed to receive an adjacent backer panel.3. The backer panel of claim 1 , wherein the backer panel is removably attached to the form liner.4. The backer panel of claim 1 , wherein the protrusions are arranged in a protrusion geometry.5. The backer panel of claim 4 , wherein each of said plurality of protrusions has a smooth flute pattern.6. The backer panel of claim 4 , wherein each of said plurality of protrusions has a quadrilateral wave pattern.7. The backer panel of claim 1 , wherein each of said protrusions of said sheet comprises:a first vertical member;a second vertical member;a first horizontal member connected between said first vertical member and said second vertical member; anda second ...

BUILDING COMPONENT FORMATION

Apparatus () usable in forming a building component of a settable material such as concrete with a plurality of facing members () such as bricks. The apparatus comprises a base member () in the form of a steel plate with a regular array of mounting holes () which can receive clip members () to support the facing members () in position during casting of the concrete. 146.-. (canceled)47. An apparatus usable in forming a building component of a settable material , comprising:a plurality of facing members provided on at least one face of the building component;a base member which can form part of a mould, the base member being in the form of a sheet of material with a regular array of through holes; anda plurality of clip members each with a body engageable in a required one of the regular array of through holes to retain the respective clip member in position, each clip member also having a head engageable against a facing member to urge the facing member against the base member, and to hold the facing member in position in a mould whilst the settable material is located in the mould and sets, such that a building component is formed with the facing members attached to the settable material.48. The apparatus according to claim 47 , in which the base member includes a plurality of non-circular cross-sectional facing member mounting holes to receive a clip member bodies in a required orientation.49. The apparatus according to claim 48 , in which the base member mounting holes are rectangular in cross section claim 48 , square in cross section claim 48 , or in form of slots.50. The apparatus according to claim 47 , wherein a clip member has first and second opposite support faces engageable against respective adjacent facing members.51. The apparatus according to claim 50 , wherein the first support face is significantly more rigid than the second support face claim 50 , such that the first support face provides a datum for locating the respective adjacent facing members ...

Insulating Concrete Form System

The insulating concrete form system includes longitudinal and corner block assemblies each having a pair of side panels configured with tie receivers interacting with panel spacing ties to hold the side panels in an opposing manner and leading edges with an alternating arrangement of projections and recesses for interlocking with neighboring block assemblies. Each panel spacing tie includes a mid-support section interposing in between and connecting to a pair of end sections by a living hinge with each end section being configured with a flange member for placement within an opposing spatial wedge of the tie receiver, whereby the living hinge possesses the capability of allowing the side panels to move inwardly toward one another in a racked position to yield compactness of the longitudinal block assembly for economical transport. The corner block assembly also includes corner panel spacing ties to supplementally reinforce its structure to withstand hydrostatic blowout caused by poured concrete.

REMOVABLE COMPOSITE INSULATED CONCRETE FORM, INSULATED PRECAST CONCRETE TABLE AND METHOD OF ACCELERATING CONCRETE CURING USING SAME

The invention comprises a concrete form. The concrete form comprises a first panel having a first primary surface for contacting plastic concrete and a second primary surface opposite the first surface, wherein the first panel is made from a rigid plastic sheet or a metal sheet; and a second panel spaced from the second primary surface of the first panel, wherein the second panel is made from a rigid plastic sheet or a metal sheet. The concrete form also comprises a layer of insulating material disposed between the first panel and the second panel. A method of using the concrete form is also disclosed. 118-. (canceled)19. A method of forming concrete comprising:placing plastic concrete in a concrete mold defined by a plurality of mold forming members, each of which has a first concrete forming surface and an opposite second surface, wherein the second surface of each of the plurality of mold-forming members is substantially covered by a first layer of insulating material;placing plastic concrete in the concrete mold, the plastic concrete having an exposed surface;placing a second layer of insulating material over the exposed surface of the plastic concrete; andleaving the plastic concrete in the concrete mold for a time sufficient to at least partially cure the plastic concrete.20. The method of forming concrete of claim 19 , wherein the first layer of insulating material has an R-value of greater than 1.5.21. The method of forming concrete of claim 19 , wherein the first layer of insulating material has an R-value of greater than 4.22. The method of forming concrete of claim 19 , wherein the first layer of insulating material has an R-value of greater than 8.23. The method of forming concrete of claim 19 , wherein the first layer of insulating material has an R-value of greater than 12.24. The method of forming concrete of claim 19 , wherein the second layer of insulating material has an R-value of greater than 1.5.25. The method of forming concrete of claim 19 , ...

Method for Manufacturing Concrete Structure, Concrete Curing Sheet for Curing Concrete

A method for manufacturing a concrete structure comprises an installation step of installing a formwork for concrete placement, a placement step of performing concrete placement in a state where a curing sheet is attached to an inner surface of the formwork , and a demolding step of removing the formwork after placement of concrete C. A contact angle of a contact surface of the curing sheet for use in the placement step with water is 50 degrees or more, wherein the contact surface faces the concrete. Thus, generation of bleeding water is suppressed. 1. A method for manufacturing a concrete structure , comprising:a mold installation step of installing a formwork for concrete placement;a placement step of performing placement of concrete in a state where a curing sheet is attached to an inner surface of the formwork; and,a demolding step of removing the formwork after placement of the concrete,wherein a contact angle of a contact surface of the curing sheet for use in the placement step with water is 50 degrees or more, the contact surface facing the concrete.2. The method for manufacturing a concrete structure according to claim 1 , further comprising a curing sheet attachment step of attaching a curing sheet inside the formwork in advance before the mold installation step.3. The method for manufacturing a concrete structure according to claim 1 , further comprising a curing step of curing the concrete structure for a predetermined period with the curing sheet left on an attaching surface of the concrete structure claim 1 , after the demolding step.4. The method for manufacturing a concrete structure according to claim 1 , wherein the contact angle of the contact surface of the curing sheet for use in the placement step with water is 69 degrees or more.5. The method for manufacturing a concrete structure according to claim 4 , wherein the contact angle of the contact surface of the curing sheet for use in the placement step with water is 80 degrees or more.6. The ...

Method for Casting a Construction Element and a Mould for Use in the Method

A method for casting a construction element includes: using a CAD technique designing mould bodies 12 comprising mould-halves 12.1, 12.2, 12.3, 12.4, 12.5, 12.6, 12.7, 12.8; printing the mould-halves on a 3D printer which includes an adhesive dispensing system; providing a locating formation 16 on mould-half 12.7; reinforcing the mould-halves with two polyurethane or polyurea coatings; applying form wax to the mould-halves; printing a conduit 18 on a 3D printer; locating the mould-halves at a construction site and securing the mould halves to one another; locating the conduit 18 relative to the mould-halves by means of the locating formation 16; pouring concrete into the assembled mould so as to embed the conduit 18 within the concrete; and allowing the concrete to cure; removing the mould-halves and repeating a desired number of times.

DEVICE AND METHOD FOR PRODUCING COMPONENTS FROM CONCRETE AND CONCRETE COMPONENTS PRODUCED BY MEANS THEREOF

The invention relates to a formwork element for a formwork system for concrete building purposes, in particular for integration into a construction plane of the formwork system, having a box-like supporting body () facing away from the concrete, having an upper side () facing the concrete in use, having a recess () in the upper side () for the fastening of concrete-facing forming means () which can be fastened on/in the recess (), having a vacuum-permeable spacer () having a plurality of passage openings (), and having connection devices () for applying a vacuum, wherein a plurality of forming means () can be reversibly fastened by means of vacuum at the top side (). The invention also relates to a formwork system having such a formwork element and a concrete component which has been created with the formwork element or the formwork system. 132. Formwork element () for a formwork system for concrete building purposes , in particular for integration into a construction plane of the formwork system ,{'b': 1', '2, 'having a box-like concrete supporting body (, ) facing away from the concrete,'}{'b': '6', 'having an upper side () facing towards the concrete in use,'}{'b': 3', '6', '11', '11', '35', '3, 'with a recess () in the upper side () for fastening concrete-facing forming means (; ′; ) which can be attached to/in the recess (),'}{'b': 14', '17', '16, 'having a vacuum-permeable spacer (; ) having a plurality of passage openings () and'}{'b': 7', '8', '9, 'having connection devices (, , ) for applying a vacuum,'}{'b': 35', '6, 'so that a plurality of forming means () can be reversibly fastened on the upper side () by means of vacuum.'}21635. Formwork element according to the preceding claim , characterized by passage openings () which can be closed by the forming means () suctioned under vacuum.335. Formwork element according to the preceding claim , characterized by a plurality of lost forming means () which are configured to adhere to the spacer by vacuum and to ...

VARIABLE SHAPING FORM

A variable shaping form () includes a variable frame () and a variable support () extending within or across the frame. The shaping form () is selectively adjustable to vary the shape of the support () to define a variety of differently shaped contours, each of which approximates a doubly-ruled curved surface. The variable frame () may be defined by a plurality of frame portions (). 1. A variable shaping form including:a variable frame; anda variable support extending within or across the frame,wherein the shaping form is selectively adjustable to vary the shape of the support to define a variety of differently shaped contours, each of which approximates a doubly-ruled curved surface.2. The variable shaping form as claimed in wherein the doubly-ruled curved surface is a hyperbolic paraboloid.3. The variable shaping form as claimed in wherein the variable frame is four-sided and of equal side lengths such that the doubly-ruled curved surface is a rhombus hyperbolic paraboloid.4. The variable shaping form as claimed in wherein the variable frame comprises a plurality of frame portions which have any one or more of the following features: straight rods or bars; fixed i.e. non-variable length; all frame portions are of equal length; 4 frame portions; adjacent frame portions are relatively pivotable; adjacent frame portions are either interconnected or discrete.5. The variable shaping form as claimed in wherein adjacent frame portions are pivotally interconnected with a multi-axial joint.6. (canceled)7. The variable shaping form as claimed in wherein the variable support is defined by a series of spaced rods or bars extending between two opposite frame portions.810.-. (canceled)11. A variable shaping form including:a variable frame defined by a plurality of frame portions; anda variable support extending within or across the frame,wherein the frame portions are selectively relatively moveable to vary the shape of the support to define a variety of differently shaped ...

Formwork member, formwork, pouring and curing plant and related method for making building elements

Insulated concrete wall

A system for insulating only the interior surface of a concrete wall to be poured between a pair of interior and exterior wall forms. The system includes horizontally extending elongated tie strips which connect to each of the wall forms to hold the wall forms spaced apart, a single layer of insulation positioned in contact with the interior wall form, and a plurality of connectors for securing the single layer of insulation to only the interior surface of the concrete wall. The connectors include an enlarged head portion which engages the insulation and a web portion of smaller cross section which extends through apertures in the insulation and into the space between the wall forms, the web portion including openings for the passage of concrete therethrough.

Component

Half panel

The present invention provides a half panel having on its back ribs defining symmetrically complimentary closed wall open faced cells and ribs having spaces there between. The half panel may be placed in back to back relationship and rotated through a required degree of rotation so that the open faced closed wall cells and ribs having spaces there between interlock so the open faced closed wall cells have at least one diagonal cross member. This provides a rigid panel suitable for a number of applications including forms for pouring concrete.

Half panel

The present invention provides a half panel having on its back ribs defining symmetrically complimentary closed wall open faced cells and ribs having spaces there between. The half panel may be placed in back to back relationship and rotated through a required degree of rotation so that the open faced closed wall cells and ribs having spaces there between interlock so the open faced closed wall cells have at least one diagonal cross member. This provides a rigid panel suitable for a number of applications including forms for pouring concrete.

Method for high-speed erection of monolithic structures of a building in conditions of low temperatures

FIELD: construction. SUBSTANCE: invention relates to construction industry and can be used in production of reinforced concrete and concrete monolithic structures for construction of buildings at accelerated rates of erection and performance of works at low temperatures. Method of high-speed erection of monolithic structures of a building in conditions of low temperatures includes preliminary preparation of concrete, placing of concrete in heated formwork, holding of concrete at temperature of +20 °C, and heat treatment of concrete is carried out at temperature 65–80 °C with heating conductors 2.5–5 kW per 1 m 3 concrete, wherein isothermic heating of concrete is carried out for at least six hours at temperature of 70–85 °C at electric power 1.2–2.5 kW per 1 m 3 concrete. EFFECT: method is developed for high-speed set of 100 % strength of concrete in monolithic structures of buildings due to control of temperature mode of concrete heating and power of heating wires in process of its hardening at erection of structure in conditions of construction site at low temperatures of external air. 1 cl, 5 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 702 486 C1 (51) МПК E04G 21/02 (2006.01) E04G 9/10 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E04G 21/02 (2019.08); E04G 9/10 (2019.08) (21)(22) Заявка: 2019102225, 28.01.2019 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): Батюшенко Анатолий Александрович (RU) Дата регистрации: 08.10.2019 Приоритет(ы): (22) Дата подачи заявки: 28.01.2019 (45) Опубликовано: 08.10.2019 Бюл. № 28 2 7 0 2 4 8 6 R U (54) СПОСОБ ВЫСОКОСКОРОСТНОГО ВОЗВЕДЕНИЯ МОНОЛИТНЫХ КОНСТРУКЦИЙ ЗДАНИЯ В УСЛОВИЯХ ПОНИЖЕННЫХ ТЕМПЕРАТУР (57) Реферат: Изобретение относится к строительной площадки при низких температурах наружного индустрии и может быть использовано в воздуха. Технический результат достигается тем, производстве железобетонных и бетонных что способ ...

Manufacturing method for construction panel

본 발명은 건축용 패널 제조방법에 관한 것으로, 보다 상세하게는 높은 강도와 내구성을 유지하면서 단가를 낮출 수 있는 건축용 패널 제조방법에 관한 것이다. 본 발명은 폴리프로필렌(PP) 시트로 마감되는 건축용 패널의 제조방법으로서, 복수의 통공이 형성되어 있는 코어 구조체에 폴리우레탄폼을 도포하여 폴리우레탄층을 형성하고, 부직포를 매개로 하여 폴리프로필렌 시트를 폴리우레탄층 표면에 부착시키는 것을 특징으로 한다. The present invention relates to a method for manufacturing a building panel, and more particularly, to a method for manufacturing a building panel capable of lowering unit cost while maintaining high strength and durability. The present invention is a method for manufacturing a building panel finished with a polypropylene (PP) sheet, wherein polyurethane foam is applied to a core structure having a plurality of through holes to form a polyurethane layer, and a polypropylene sheet is formed through a nonwoven fabric. characterized in that it is attached to the surface of the polyurethane layer.

Foam block fixing bridge

PURPOSE: A bridge for fixing a wall construction foam block is provided to facilitate the installation of a foam block and steel reinforcement bar. CONSTITUTION: A bridge for fixing a wall construction foam block comprises an extension part(11) and a joint(12). Both ends of the extension part are combined in a fixing part. The fixing part is formed in the adjacent face of the joint. The joint is composed in both ends of the extension part in long plate type.

Concrete composite wall construction method with soft gangform and form-tie

조립 설치된 단열재와 합성연결재를 현장에 세팅된 갱폼과 유로폼 사이에 폼타이를 이용하여 배치하고 콘크리트와 모르타르를 타설하여 중단열벽체를 시공하되 합성연결재가 형성된 단열재와 내부 콘크리트벽체를 먼저 시공하고 후공정으로 모르타르층으로 단열재 표면을 마감시키는 현장 중단열벽체 시공방법에 관한 것으로서 상기 폼타이는 강재 및/또는 FRP 재질로 제작된 것을 이용하여 열교현상을 방지하면서도 휨 강도가 큰 중단열 벽체시공이 가능하게 된다. Lay out the installed insulation and composite connecting material using gang form and euro form on the site using form ties and construct concrete and mortar to stop the heat wall, but construct the insulating material and internal concrete wall with composite connecting material first and then process The method relates to the construction of on-site suspended heating wall for finishing the insulation surface with a mortar layer. The foam tie is made of steel and / or FRP material to prevent thermal bridges and to allow for the construction of a suspended thermal wall with high bending strength. do.

a form mold for loess

본 고안은 콘크리트의 표리면에 다양한 문양으로 음각하는 문양거푸집에 필요시 마다 문양조형장치를 이용하여 소망하는 여러 형태의 문양을 조형할 수 있도록 하므로서 일정량의 문양거푸집을 반복 사용할 수 있도록 하는 한편, 상기 문양거푸집을 이용하여 콘크리트의 문양 시공을 용이하게 하는 동시에 시공에 소요되는 시공비를 최대한 절감할 수 있도록 한 황토를 이용한 문양거푸집에 관한 것으로서, The present invention allows the use of a pattern molding device to mold various patterns on the front and back surfaces of the concrete whenever necessary, so that a predetermined amount of pattern molds can be repeatedly used. The present invention relates to a pattern mold using loess which facilitates the design of concrete patterns by using pattern molds and at the same time reduces the construction cost required for construction. 특히, 본 고안은 소정크기의 바닥판 사방에 소정높이의 가로판과 세로판을 힌지에 의해 회동하여 상호 근접된 가로판과 세로판이 결착구로서 결착할 수 있게 설치한 다음, 그 내부에 황토 또는 백토와 같이 연질에서 단단히 고형화되어 이에 음각을 할 수 있게 몰드부재를 채우는 한편, 상기 두 가로판에 컴퓨터 프로그램에 입력된 문양대로 몰드부재를 음각하는 문양조형장치를 구비한 이송대의 가이드가 장착된 상태로 슬라이드 가능하게 안내로를 각각 형성하고, 상기 바닥판의 후방 양측에 두 바닥판을 서로 결합할 수 있게 결합부를 다수 형성하며, 상기 바닥판의 내부 바닥에 연결간이 삽입 관통하여 그 외측으로 돌출된 나사부에 고정구가 체결될 수 있게 연결관을 다수 형성하여 된 것을 특징으로 한 것이다. In particular, the present invention is rotated by the hinge of the horizontal plate and the vertical plate of the predetermined height of the bottom plate of the predetermined size, so that the mutually adjacent horizontal plate and vertical plate to be installed as a binding hole, then the loess or Filling the mold member so that it can be engraved firmly and softly in the soft state such as clay, while the guide of the transfer tray is provided with a glyph molding device for engraving the mold member according to the pattern input to the computer program on the two horizontal plates. A guide path is formed so as to be slidable to each other, and a plurality of coupling parts are formed at both rear sides of the bottom plate to couple the two bottom plates to each other, and a connecting rod is inserted into the inner bottom of the bottom plate and protrudes outwardly. It is characterized in that a plurality of connecting pipes formed so that ...

Composite panel and Composite mold using it

본 발명은 콘크리트 건축물을 신축하기 위해 사용되는 복합재료 거푸집에 관한 것으로서, 본 발명의 복합재료 거푸집은 복합재료 판재(20), 복합재료 판재(20)의 외주를 감싸서 지탱하는 장방형 프레임(31), 및 장방형 프레임(31)에 상하부재 또는 좌우부재를 연결하여 보강하는 보강리브(32)를 포함하며, 복합재료 판재(20)는 경량화층(23), 경량화층(23)의 적어도 일측에 있는 내충격층(22, 24), 내충격층의 외측이나 경량화층(23)의 외측에 각각 있는 2개의 복합재료층(21, 25), 및 2개의 복합재료층 중 하나의 외측에 배치되는 코팅층(26)으로 구성된다. 본 발명의 복합재료 거푸집은 내충격성이 우수한 복합재료 판재와, 다수의 구멍을 형성함으로써 경량화된 강철프레임을 서로 결합함으로써 무게를 경량화하여 작업성을 향상시키는 효과가 있다. The present invention relates to a composite formwork used to stretch a concrete building, the composite formwork of the present invention is a rectangular frame (31) for wrapping and holding the outer circumference of the composite plate 20, composite plate 20, And a reinforcing rib 32 connecting the upper and lower members or the left and right members to the rectangular frame 31 to reinforce the composite plate 20, wherein the composite plate 20 is at least one side of the lightweight layer 23 and the lightweight layer 23. Layers 22 and 24, two composite layers 21 and 25 respectively located on the outside of the impact resistant layer or on the outside of the lightweight layer 23, and a coating layer 26 disposed outside one of the two composite layers. It consists of. The composite formwork of the present invention has the effect of improving the workability by lightening the weight by combining the composite plate having excellent impact resistance and the light weight steel frame by forming a plurality of holes to each other.

Window frame insulation method for building a warm house

Method for manufacturing al-mold and al-mold manufactured the same

본 발명은 코팅막이 형성된 알루미늄을 포함하는 금속제 거푸집 패널의 제조 방법에 관한 것으로, 알루미늄 등 금속제 거푸집의 표면에 콘크리트가 고착되지 않도록 금속제 거푸집의 표면을 코팅하고, 코팅층을 금속제 거푸집에 견고하게 코팅하여 거푸집 패널의 탈형시 콘크리트가 붙지 않고 코팅층이 타설판에서 박리되지 않도록 한 것이다. 본 발명에 의한 코팅막이 형성된 알루미늄을 포함하는 금속제 거푸집 패널의 제조 방법은, 알루미늄을 포함하는 금속제 타설판의 타설면을 요철로 가공하는 제1단계와; 상기 제1단계를 통해 타설면이 요철인 금속제 타설판을 예열하는 제2단계와; 상기 제2단계를 통해 예열된 금속제 타설판의 타설면에 코팅재를 도포하여 코팅층을 형성하는 제3단계와; 상기 제3단계를 통해 코팅된 코팅층을 건조 경화시키는 제4단계를 포함하며, 상기 제3단계에서는, 페놀포름알데히드 수지 65~75중량%와 에폭시 25~35중량%가 혼합되어 이루어진 코팅재를 상기 금속제 타설판의 타설면에 코팅한다. 그리고, 상기 코팅재는 보강과 색상 발현을 위한 이산화티타늄과 이산화철, 경화제, 계면활성제가 혼합된다. The present invention relates to a method for manufacturing a metal formwork panel including aluminum having a coating film, the surface of the metal formwork so as not to adhere concrete to the surface of the metal formwork, such as aluminum, and the coating layer is firmly coated on the metal formwork When demoulding the panel, concrete does not adhere and the coating layer is not peeled off the pour plate. Method for producing a metal formwork panel comprising aluminum with a coating film according to the present invention, the first step of processing the pour surface of the metal pour plate comprising aluminum; A second step of preheating the metal placing plate having the uneven surface of the pouring surface through the first step; A third step of forming a coating layer by applying a coating material to a pour surface of the metal pour plate preheated through the second step; And a fourth step of dry-curing the coating layer coated through the third step, wherein in the third step, a coating material formed by mixing 65 to 75% by weight of a phenol formaldehyde resin and 25 to 35% by weight of epoxy is mixed with the metal. Coating on the pour side of the pour plate. In addition, the coating material is mixed with titanium dioxide and iron dioxide, a curing agent, and a surfactant for reinforcement and color expression.

Euroform molding case with a heating member

An euroform type mold having a heating structure is provided to facilitate curing of concrete even in cold winter days by embedding heating structures in a synthetic resin plate installed on a front surface of frame units, wherein the heating structures are connected to heat supplying units via heating wires and protected by metal reinforcing members. An euroform type mold having a heating structure comprises frames(110) forming a rectangular shape, angles(121) partitioning and supporting the inside of the frames into frame units(120), and a synthetic resin plate(130) installed on front surfaces of the frame units. The synthetic resin plate directly supports the load of the uncured concrete poured in the frame units. Heating structures(140) are embedded in the synthetic resin plates. The heating structures have heating wires(142) and bodies(141) for protecting the heating wires. Power supplying units(143) supply electric power to the heating wires. Metal reinforcing members(150) composed of synthetic metal alloys are installed on one sides of the heating structures for preventing damages to the heating structures. A resin layer is coated over the surface of the synthetic board onto which the concrete is poured so as to allow the surface of the synthetic board to be smooth.

Mold using Figure Plate, Manufacturing Method by using it and Concrete Block by using it

본 발명은 도형판이 장착된 거푸집 및 이의 제조방법과 이를 이용한 콘크리트 블록에 관한 것으로, 콘크리트 블록 표면에 음각 또는 양각의 다양한 도형을 형성할 수 있도록 해주는 도형판을 자외선 경화수지를 이용하여 단시간에 용이하게 제조하는 도형판이 장착된 거푸집 및 이의 제조방법과 이를 이용한 콘크리트 블록에 관한 것이다. 본 발명의 도형판이 장착된 거푸집의 제조방법은 숫자, 문자 또는 도형을 인쇄하여 원판필름을 형성하는 원판필름 형성단계(S1); 유리판에 상기 원판필름을 적층하고, 상기 원판필름 위에 투명박막으로 둘러싸인 자외선 경화수지를 적층하고 그 위에 유리판을 덮는 원판필름 적층단계(S2); 상기 원판필름 적층단계(S2)에서 적층된 상, 하면의 유리판 상측 및 하측에 자외선을 조사하는 자외선 조사단계(S3); 상기 자외선 조사단계(S3)에서 조사된 자외선에 의해 자외선 경화수지의 일부분이 경화되는 자외선 경화수지 경화단계(S4); 상기 상, 하면의 유리판을 제거하고 자외선 경화수지의 경화되지 않은 부분을 세정제거하여 도형판을 형성하는 도형판 형성단계(S5); 및 상기 도형판을 거푸집의 내부에 부착시키는 거푸집 제작단계(S6); 를 포함하는 것을 특징으로 한다. 상기와 같은 구성으로 인하여 본 발명은, 원판필름에 인쇄되는 도형을 다양하게 형성할 수 있으며, 상기 원판필름을 통하여 자외선을 조사하여 자외선 경화수지를 경화시키므로 도형판을 단시간에 형성하는 효과가 있다. 아울러, 원판필름에 인쇄되는 도형을 변경하는 것만으로도 다양한 도형이 형성되는 도형판을 형성하여 도형판을 이용한 거푸집 및 콘크리트 블록을 생산할 수 있으며, 작업시간이 단축되고 제조비가 절감되어 대량생산이 용이한 효과가 있다. 자외선 경화수지, 도형판, 콘크리트

mold for constructing concrete building

본 발명은 콘크리트 구조물용 거푸집에 관한 것으로서, 타설된 콘크리트를 지지하는 전면판과, 전면판의 상부 가장자리, 측부 가장자리 및 하부 가장자리를 따라 후방으로 돌출되게 연장되며 결합공이 형성된 테두리판을 갖으며 합성수지 소재로 형성된 본체와, 전면판을 인가된 전력에 의해 발열할 수 있게 전면판에 매립되어 연장되게 설치된 전열선과, 전면판에 지지강도를 보강하도록 연장되게 삽입된 보강선을 구비한다. 이러한 콘크리트 구조물용 거푸집에 의하면, 삽입된 보강선에 의해 지지강도의 보강이 가능하며, 전열선을 통한 발열에 의해 동절기에도 시공을 지원할 수 있는 장점을 제공한다. The present invention relates to a formwork for a concrete structure, and has a front plate supporting poured concrete, a frame plate protruding rearward along the upper edge, side edge and lower edge of the front plate and having a coupling hole formed therein, and a synthetic resin material It includes a body formed of, a heating wire embedded in the front plate and extended to extend so that the front plate can generate heat by the applied electric power, and a reinforcing wire inserted to extend to the front plate to reinforce the supporting strength. According to such a concrete structure formwork, it is possible to reinforce the support strength by the inserted reinforcing wire, and it provides the advantage of supporting construction even in winter by heat generated through the heating wire.

inner and outer insulation support

본 발명은 건물의 벽체를 시공하는 과정에서 단열재를 벽체의 거푸집 대신으로 사용하는 단열재 지지 시스템에 관한 기술로서, 벽체의 내측과 외측에 각각 위치하는 단열재를 내외측 하우징에 각각 끼워 설치하고, 내외측 하우징에 서포트를 체결하여 내외측 단열재를 지지함으로써, 단열재의 설치작업이 매우 간단하고, 작업 시간이 단축되는 한편 시공비가 절감될 뿐만 아니라 건물 벽체의 단열성을 보다 높이는 내외측 단열재 지지구에 관한 기술이다. 이러한 본 발명의 주요 구성은, 건물 벽체의 거푸집을 구성하는 내측 및 외측 단열재가 각각 끼워져 설치되고, 체결홀이 각각 형성된 내외측 하우징; 및 상기 내외측 하우징의 체결홀에 끼워져 결합 설치되며, 소정 길이로 구비된 서포트;를 포함하여 구현된다.

One Body Type Constructing a Form

본 발명은 타설되는 콘크리트와 일체로 구조물을 이루는 거푸집에 관한 것이다. The present invention relates to a formwork that forms a structure integrally with the concrete to be poured. 본 발명의 거푸집은 기둥형상의 돌기가 상부를 향해 다수 개 형성되어 있고 기둥형상의 돌기와 돌기 사이에 차단벽이 설치되어 있어 돌기와 돌기 사이에 공간이 형성된 공간형성몸체와, 상기 공간형성몸체에 형성된 돌기의 상단부에 접착되어 돌기와 돌기 사이의 공간을 차단하고 공간형성몸체와 일체화되어 있는 유연한 합성수지재의 차단시트와, 상기 차단시트 위에 접착되어 있어 부딪히는 공기전파음을 흡수함으로써 방음효과를 높이는 방음시트로 구성된 에어패널과; 내측에 콘크리트가 타설되도록 일정간격 이격되어 설치되는 한 쌍의 에어패널을 서로 연결하여 고정하는 고정수단으로 이루어져 내부에 타설되어 채워지는 콘크리트와 일체로 구조물을 이루는 것을 특징으로 한다. The formwork of the present invention is formed with a plurality of columnar projections toward the upper side and a blocking wall is provided between the columnar projections and the projections formed space between the projections and the projections, the projections formed in the space formation body Air consisting of a sheet of flexible synthetic resin material that is bonded to the upper end of the projection and the projection and is integrated with the space-forming body, and the soundproof sheet that is bonded on the blocking sheet to increase the sound insulation effect by absorbing the airborne sound impingement A panel; It consists of a fixing means for connecting and fixing a pair of air panels installed to be spaced apart by a predetermined interval so that the concrete is poured inside, characterized in that to form a structure integrally with the concrete poured and filled inside. 본 발명의 일체형 거푸집은 얇으면서도 우수한 단열 및 방음효과를 가지며, 타설되는 콘크리트 구조물과 일체로 이루어진다는 특징이 있다. The integrated formwork of the present invention has a thin but excellent heat insulation and soundproofing effect, it is characterized in that it is made integral with the concrete structure to be poured. 건축, 방음, 단열, 시트, 에어패널, 거푸집 Construction, Soundproofing, Heat Insulation, Sheet, Air Panel, Formwork

Structure-integrated heat-insulation decorative external template and external wall construction method thereof

本发明属于建筑结构物外墙施工技术领域。一种结构一体化保温装饰外模板及外墙施工方法，包括保温结构层、装饰结构层和侧向连接板，所述保温结构层的内侧面作为混凝土结构物浇筑时的外侧模板面，与混凝土结构物对应的所述保温结构层的内侧面上布设有至少一个锚固槽或/和至少一个锚固孔；所述装饰结构层设置在保温结构层外侧；所述侧向连接板连接设置在保温结构层和装饰结构层的周向侧面。本发明能够使得其成为一体化结构的外模板，在进行混凝土结构物的浇筑完成后，无需拆模，大大提高了施工效率和施工的便捷性；此外，通过对结构保温层上设置锚固槽或/和锚固孔，从而使得结构保温层、装饰结构层和混凝土结构物成为一体结构。

Gider using used recycled plastic

본 발명은 거푸집의 중량 경량화를 이루면서도 강도를 확보할 수 있도록 거푸집을 이루는 프레임과 보드의 소재를 개선하여 거푸집을 구성함으로써, 거푸집의 설치와 취급 안정성을 확보하며 안정적이고 효율적인 사용을 이룰 수 있도록 한 재활용 복합소재를 이용한 거푸집에 관한 것으로, 그 특징적인 구성은, 복수개의 연결판이 상호 연결로 전, 후면이 개방된 액자 형상의 테두리를 이루며, 테두리 영역의 길이 방향으로는 복수개의 핀공이 형성되고 내측에는 삽입공간이 형성된 프레임과, 상기 삽입공간에 설치되는 복수개의 보강대와, 상기 프레임의 일면을 가리도록 체결수단을 통하여 결합되는 보드를 포함하여 구성되는 거푸집에 있어서, 상기 연결판은 3~6cm 이내의 두께를 이루는 금속판으로, 상기 핀공과 인접한 테두리 영역의 길이 방향으로 복수개의 관통공이 형성되어 구성되고, 상기 연결판의 결합으로 이루어지는 프레임의 표면에는 코팅층이 진공성형을 통하여 피복되어 이루어지며, 상기 보드는 플라스틱재로 형성되어 구성된다. The present invention improves the material of the frame and board constituting the formwork so as to secure the strength while reducing the weight of the formwork to configure the formwork, so that the installation and handling stability of the formwork can be secured and stable and efficient use can be achieved. It relates to a form using a recycled composite material, the characteristic configuration of which is that a plurality of connecting plates form a frame-like border with open front and back sides by interconnection, and a plurality of pin holes are formed in the longitudinal direction of the border area, and the inner In the formwork comprising: a frame having an insertion space formed therein; a plurality of reinforcing bars installed in the insertion space; A metal plate having a thickness of is made of plastic material.

A kind of sandwich parts light energy conservation material, preparation method and applications

本发明公开了一种夹芯构件用轻质节能材料，包括以下重量份数的原料：胶凝材料0‑170份、掺合料40‑300份、发泡剂0‑5份、激发剂0‑20份、水50‑200份；上述原料的制备方法为按照夹芯构件用轻质节能材料的各原料的重量份数称取；将掺合料烘干、压滤或晾晒，过筛；或，掺合料为浆体；将过筛后的掺合料、胶凝材料、混合，获得混合料；将的混合料与水混合，加入搅拌获得浆料；将发泡剂发泡获得泡沫，将泡沫与所述浆料混合，获得夹芯构件用轻质节能材料。本发明中通过大量添加使用固体废弃物原料，有效提高了固体废弃物的利用率，降低了生产成本。

Method for constructing outer wall of concrete with integrated finishing pannel having joint hole

본 발명은 다양한 건축물의 외벽을 시공함에 있어, 일측에 결속공을 갖는 마감패널이 벽체 외면에 일체화 시공되게 한 외벽 시공방법에 관한 것으로, 더욱 상세하게는 일측에 결속공을 갖는 마감패널을 공지의 유로폼에 부착 고정하여 벽체의 외면에 위치되게 하고, 벽체의 내면에는 유로폼 만을 구성하여 된 거푸집을 이용하여 콘크리트 타설 및 벽체가 양생되게 하면, 상기의 마감패널이 그 벽체에 일체화 시공되도록 함으로써, 콘크리트 벽체를 시공함에 있어 그 벽체의 외면에 대하여 마감패널이 일체화 시공됨에 따라 시공 기간의 단축은 물론 시공비의 절감이 가능한 것이고, 마감패널의 내측으로 콘크리트 몰탈이 충분히 채워지며 양생되므로 그 마감패널에 대한 부착 강도의 현격한 향상은 물론 우수한 시공 품질과 설치 안정성이 매우 뛰어난 것이며, 유로폼의 사이와 마감 패널의 내부가 콘크리트에 의해 일체화 시공되므로 상호 간의 계면이 발생하지 않아 더욱 고품질의 벽체를 시공할 수 있는 특징을 갖게 된다. The present invention relates to a method for constructing an outer wall in which a finishing panel having binding holes on one side is integrally constructed on an outer surface of a wall in constructing outer walls of various buildings, and more particularly, a finishing panel having binding holes on one side is known. When the concrete is placed and cured by using the formwork consisting of only the Euroform on the inner surface of the wall and fixed to the Euroform, the finishing panel is integrated into the wall. In the construction of concrete wall, the finishing panel is integrated on the outer surface of the wall, which can shorten the construction period and reduce the construction cost. As well as the outstanding improvement of the adhesive strength, the excellent construction quality and the installation stability are very excellent. Since the interior of the Euroform and the interior of the finishing panel are integrated by concrete, the interface between each other does not occur so that higher quality walls can be constructed. It has characteristics.

A cut-off member for concrete structure

본 고안은 콘크리트 구조물용 모따기 부재에 관한 것으로, 상세하게는 콘크리트 구조물의 모서리부분을 제거하기 위하여 거푸집의 모서리부분에 삽입하는 삼각기둥에 체결핀이 일정 간격으로 돌설되어, 설치 및 해체작업이 용이하여 작업능률이 극대화될 뿐만 아니라 해체 후에도 재사용이 가능한 콘크리트 구조물용 모따기 부재에 관한 것이다. The present invention relates to a chamfering member for a concrete structure, and in detail, the fastening pins are protruded at regular intervals in a triangular prism inserted into the corner of the formwork to remove the edge of the concrete structure, so that the installation and dismantling work is easy. The present invention relates to a chamfering member for a concrete structure that is not only maximized work efficiency but also reusable after dismantling. 본 고안에 따르면, 일정 길이를 가진 삼각기둥과, 상기 삼각기둥의 일측면에 일정 간격으로 다수개 돌설되어 거푸집의 체결공에 삽입되는 체결핀을 포함하여 구성되고, 그 재질이 플라스틱인 콘크리트 구조물용 모따기 부재가 제공된다. According to the present invention, a triangular prism having a predetermined length, and a plurality of protrusions on one side of the triangular prism at regular intervals, including fastening pins inserted into the fastening hole of the formwork, the material is a plastic structure A chamfer member is provided.

Methode for the preparation of silver nanoparticles-polymer composite

본 발명에 따르면, 미리 예열시킨 고분자수지에 은나노입자 콜로이드 용액을 도입하고, 회전시키면서 수분을 제거하고, 압출기 내에서 혼련하고 적절한 형태로 압출시킴으로써, 은나노입자를 응집없이 고분자수지 내에 균일하게 분산시킨 은나노입자-고분자수지 복합재료를 제조하는 방법이 제공된다. According to the present invention, the silver nanoparticle colloidal solution is introduced into a preheated polymer resin, the water is removed while rotating, kneaded in an extruder and extruded into an appropriate form, whereby the silver nanoparticles are uniformly dispersed in the polymer resin without aggregation. A method for producing a particle-polymer resin composite is provided. 본 발명에 따른 은나노입자-고분자수지 복합재료에는 은나노입자가 고분자수지 내에 응집없이 균일하게 혼입되어 있으므로, 고분자수지의 물성 및 성능을 저하시키지 않고 은의 항균효과를 극대화시킬 수 있는 새로운 복합재료가 제공되며, 이렇게 제조된 은나노입자-고분자수지 복합재료는 압출, 사출, 방사용 마스터뱃치로 사용되어 성형체, 섬유, 쉬트, 필름 등의 각종 형태로 제조될 수 있다. Since the silver nanoparticle-polymer resin composite material according to the present invention is uniformly mixed with silver nanoparticles without aggregation in the polymer resin, a new composite material is provided which can maximize the antibacterial effect of silver without degrading the physical properties and performance of the polymer resin. The silver nanoparticles-polymer resin composite material thus prepared may be used as a masterbatch for extrusion, injection, and spinning to be produced in various forms such as molded articles, fibers, sheets, and films.

Formwork and manufacturing methods

본 발명은 금속 거푸집틀 일면에 설치되는 목재패널 대용으로 합성수지 패널을 설치하여 반복적으로 사용할 수 있도록 함과 동시에 노루발 장도리, 배척 또는 노루발 못뽑이(일명 빠루) 등의 가압자국이 남지 않는 거푸집 및 그 제조방법에 관한 것으로, 콘크리트 몰탈의 일측에 밀착되어 양생시 콘크리트의 무게와 압력을 견딜 수 있도록 합성수지재질로 이루어져 자체 휨강성을 가지며 표면이 매끄럽게 형성되어 탈형이 용이한 거푸집패널과; 거푸집패널이 설치될 수 있도록 사각형상으로 이루어져 일정 간격을 두고 종보강바가 설치된 거푸집틀;을 포함하는 것을 특징으로 하며, 본 발명의 거푸집패널을 이용하여 콘크리트를 양생하는 경우, 휨강도가 우수하고, 표면이 매끄럽게 형성되어 탈형이 용이하며, 종방향 또는 횡방향으로 가해지는 무게와 압력을 견고하게 지탱하는 효과가 있다. 또한, 거푸집패널은 못 등을 뺄 때 장도리(노루발 장도리), 배척 또는 노루발 못뽑이(일명 빠루) 등의 가압자국이 남지 않음은 물론 거푸집패널을 합성수지로 제작함으로 사용 후 이를 재활용하여 반복적으로 공급할 수 있도록 하여 제품의 제조단가를 절감하는 효과가 있다. The present invention relates to a method of manufacturing a mold that can be used repeatedly by installing a synthetic resin panel as a substitute for a wooden panel installed on one side of a metal mold, and a press mark such as a presser foot, Which is made of a synthetic resin material so as to be able to withstand the weight and pressure of concrete when it is in close contact with one side of a concrete mortar and has a self-bending stiffness and a smooth surface, The present invention is characterized in that when the concrete is cured by using the formwork panel of the present invention, the bending strength is excellent, and the bending strength of the surface Is smoothly formed to facilitate demoulding, and has an effect of firmly supporting the weight and the pressure applied in the longitudinal direction or in the transverse direction. In addition, when the nail is pulled out, the form panel does not leave any pressure marks such as a squeeze (presser foot), an obturator or a presser foot (aka Paru), but also a form panel is made of synthetic resin so that it can be recycled and supplied repeatedly Thereby reducing the manufacturing cost of the product.

The construction and civil engineering and construction methods that integrally formed stone

The present invention relates to a construction and civil engineering structure integrated with a stone material and a construction method for the same and, more specifically, to a construction and civil engineering structure integrated with a stone material and a construction method for the same, capable of creating environmentally friendly environment by selecting the stone material with various colors corresponding to the environment and of remarkably reducing construction periods and construction costs as the stone material is integrally constructed when an outer wall of the construction and civil engineering structure is constructed. The construction and civil engineering structure, which is a concrete structure, includes: an inner mold installed on the rear side of reinforcing bar arrangement; a stone mold installing the stone material on the front side of the reinforcing bar arrangement after the stone material in which the inside is integrated with a plate with a nut is formed and the stone material is installed in the mold after a fixing bolt is combined with the nut of the plate; a fixing member installed in a space between the stone materials so that the stone material is strongly fixed without being separated from the inside of the stone mold; and a stone integration type wall which is formed as the mold is removed after a fixing plate of the fixing member is cut after concrete is placed and cured between an inner wall mold and the stone mold. Joint cement is filled in a gap between the stone materials formed on the stone integration type wall, for finishing.

From for construction

A method for manufacturing a construction mold is provided to bond a surface layer with a panel, to increase durability of the mold, and to extend life time of the mold by placing the surface layer and the panel between heating plates and applying heat to the heating plates. A mold has a panel(200) and a surface layer(110). The surface layer is made of polyethylene terephthalate. A connecting layer(120), which is made of a thermoplastic material having a lower fusing point than that of the surface layer, is laminated at the lower end of the surface layer with a shape of a film(100). The surface layer and the panel are placed between heating plats. When heating plates are pressurized by heat, the connecting layer is fused, and the surface layer is bonded to the panel. The surface of the panel and the surface layer are embossed by the heating plates.

Mold-from structure for a building wall

본 고안은 건축물 벽면 시공용 거푸집 구조에 관한 것으로, 특히 철판, 합판, 문양거푸집으로 이루어진 갱폼(Gang-from)을 마련한 후, 건축물 시공시 문양거푸집을 갖는 갱폼을 통하여 콘크리트 벽면에 임의의 무늬 모양을 갖는 문양이 표현되게 하여 건축물의 미려한 조형미가 연출되게 함은 물론 콘크리트 타설시 콘크리트가 문양거푸집의 연결부위로 침투되지 않게 하고, 콘크리트 양생도중 주변 상황에 의해 문양거푸집이 열변형되거나 분리되는 것을 방지할 수 있도록 한 것이다. The present invention relates to a formwork structure for building wall construction, and in particular, after preparing a gangform consisting of iron plate, plywood, and pattern formwork, and forming a random pattern on a concrete wall surface through a gangform having a pattern formwork during construction of the building. The beautiful shape of the building can be expressed by expressing the pattern of the building, and the concrete does not penetrate into the connection part of the pattern formwork when concrete is laid, and the pattern form can be prevented from being thermally deformed or separated by the surrounding situation during concrete curing. I would have to. 갱폼, 철판, 합판, 문양거푸집, 사이드철판 Gangform, Iron plate, Plywood, Glyph formwork, Side iron plate

Heat insulator fixture for aluminum form

An insulation fixture of an aluminum form is provided to install an insulation for preventing dew condensation to an aluminum form simply using a fixing pin and an insulation fixing member. The insulation fixture of an aluminum form contains a fixing pin(10) composed of a pin body(11) penetrating a form and having the corresponding length to the thickness of the form, an expansion piece(12) extended to the bottom of the pin body and contacted to the outer surface of the form, an insulation penetration portion(13) extended from the top of the pin body and projected via the insulation, a crest portion(14) formed on the top of the insulation penetration portion and an elastic hanging piece(15) widened toward the bottom and suspended on the inner surface of the form elastically, an insulation fixing member(20) composed of a cylinder portion(21) put on a portion of the top of the insulation penetration portion and the crest portion and located on the upper part of the insulation, plural indentation pieces(22) extended to the bottom of the cylinder portion and pressed to the top of the insulation, an indentation projection(23) projected to the bottom of the indentation piece and pressed to the insulation, a buried piece(24) extended to the top of the cylinder portion and buried in concrete and plural elastic hanging pieces(25) narrowed toward the top and suspended on the hanging piece of the fixing pin, and a concrete permeation preventive cap(30) put on the top of the insulation fixing member to prevent the permeation of placed concrete to the inside of the insulation fixing member and composed of an insertion portion(31) inserted to the top of the cylinder portion of the insulation fixing member, a stopper portion(32) stopping the top of the insertion portion and an extension portion(33) extended from the outer circumference of the insertion portion and put on the top of the cylinder portion.

Form with advanced structure

결합구조가 향상된 거푸집이 개시된다. 본 발명의 결합구조가 향상된 거푸집은, 결합수단에 의해 결합되는 한 쌍의 판넬; 및 판넬의 서로 마주한 측면 사이에 개재되어 결합수단에 의해 밀착되는 한 쌍의 필러를 포함하고, 필러는 서로 결합수단의 결합력이 작용하는 방향 및 콘크리트의 측압이 작용하는 방향과 경사진 접촉면을 형성하는 것을 특징으로 한다. 본 발명에 의하면, 콘크리트의 측압이 과도하거나 불균형하게 작용하더라도 판넬과 필러, 그리고 필러와 필러 사이의 결합구조가 견고하게 유지되도록 이루어지는 결합구조가 향상된 거푸집을 제공할 수 있게 된다. An improved die structure is disclosed. The improved formwork of the present invention has a pair of panels joined together by a coupling means; And a pair of pillars interposed between the facing side surfaces of the panel and brought into close contact with each other by a coupling means, the pillars forming an inclined contact surface with a direction in which a coupling force of the coupling means acts and a direction in which a side pressure of the concrete acts . According to the present invention, even if the side pressure of the concrete acts excessively or unbalancedly, it is possible to provide an improved formwork having a joining structure in which the joining structure between the panel and the pillar and between the pillar and the pillar is firmly maintained.

Method for forming pattern to concrete structure using the composition silicon

The present invention relates to a method of forming a pattern on a structure such as an outer wall, a retaining wall, or the like, comprising the steps of: forming mixed silicon in which 50 parts by weight of silicon is mixed per 100 parts by weight of cement; A first step of applying a releasing agent to the surface of the mixed silicon injected into the mold and pressing and removing the engraved member engraved with the three-dimensional pattern; A second step of attaching the mixed silicon and the mold having the engraved engraved pattern on one surface of the mold through the process of the first step; A third step of applying a releasing agent to the inner side of the formwork installed on one side or both sides of the mold and then curing the concrete by curing; And a fourth step of demolding the mold after the concrete poured in the third step is cured and separating the molds attached to one side of the demolded mold, thereby forming a pattern on one side of the concrete after the concrete curing .

Device for induction heating of monolithic reinforced concrete structures to be concreted

FIELD: construction. SUBSTANCE: device for induction heating of structures to be concreted comprises a different arrangement of conductors in a dielectric formwork from a side not in contact with concrete and their connection to a source of electrical energy. Heating and maintaining the set temperature in the concrete curing process is made by a heating element in the form of a flat induction coil of the square shape. The coil is a single entity with the structure of shuttering panels and uses currents of variable frequency. EFFECT: improving the quality of monolithic reinforced concrete structures and reducing the cost while performing the heat treatment of concrete when carrying out works in winter. 2 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 633 607 C1 (51) МПК E02D 3/11 (2006.01) E04G 9/10 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (21)(22) Заявка: 2016114608, 14.04.2016 (24) Дата начала отсчета срока действия патента: 14.04.2016 Дата регистрации: Приоритет(ы): (22) Дата подачи заявки: 14.04.2016 (45) Опубликовано: 13.10.2017 Бюл. № 29 (56) Список документов, цитированных в отчете о поиске: RU 2021446 C1 15.10.1994. SU 2 6 3 3 6 0 7 R U (54) УСТРОЙСТВО ИНДУКЦИОННОГО ПРОГРЕВА БЕТОНИРУЕМЫХ МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ КОНСТРУКЦИЙ (57) Реферат: Изобретение относится к области прочности бетоном производится строительства и может быть использовано при нагревательным элементом в виде плоской возведении плит, стен, колонн и прочих индукционной катушки квадратной формы. конструкций монолитных зданий и сооружений, Катушка является единым целым с конструкцией требующих тепловой обработки. Устройство опалубочных щитов и использует токи индукционного прогрева бетонируемых изменяемой частоты. Техническим результатом конструкций включает в себя различное применения устройства являет повышение расположение проводников в диэлектрической качества монолитных железобетонных опалубке со стороны, не соприкасающейся с ...

Construct method for form assembly

The present invention relates to a method of installing a foam assembly used to manufacture a prestressed concrete beam (PC beam) and, more specifically, to a method of installing a foam assembly mainly including a bottom plate (100); a side plate (200); and an upper plate (300) to prevent a concrete remnant placed on a form wall face from being stained, to prevent moisture from flowing into the foam, and to easily discharge moisture existing in the foam, the method comprising the steps of: (S10) installing a bottom plate; (S20) installing one side plate; (S30) fixing an engaging portion to an engaging protrusion; (S40) installing a pillar structure in an extending direction of a cover keeping portion; (S50) inserting an extending part of the cover keeping portion to the pillar structure; (S60) installing the other side plate and the pillar structure; (S70) disposing a sheath pipe and an iron reinforcing rod; (S80) placing concrete; and operating (S90) an upper plate.

Light lining system to form members from non-viscous materials for utilization in construction

FIELD: construction industry. SUBSTANCE: proposed multipurpose light lining system of multiple usage is intended to form structural members from concrete or any other non-viscous material in process of erection of buildings and structures. Given lining system comprises individual links. One link comes in the form of lining panel, another link has form of horizontal base strap, third link is made in the form of vertical guiding conduit. All links include rows of through holes arranged rectilinearly, pins of adjacent links enter these holes. Free holes are closed by pins. One link is fabricated in the form of horizontal guiding conduit anchored on base strap by means of system " pinhole ". Lining panels to form walls are installed in horizontal guiding conduit with the aid of system " pin-hole " and are attached to it and to base strap. Vertical guiding conduits made of vertical components of U-shaped cross-section are interconnected. Walls of one vertical component are located between walls of another component and form sectional hollow conduit which outer thrust walls have protrusions and grooves to accommodate corresponding grooves and protrusions of side faces of joined lining panels. Lining panels to form ceilings are anchored on their tops with the help of system " pin-hole ". Connecting and positioning pins protruding outwards from holes of one link and entering holes of other links and pins closing free holes have larger diameter than holes form self-aligning, prestressed structure. EFFECT: simplified design and improved quality of formed members of structure. 22 cl, 19 dwg з0осэ6бгс ПЧ сэ РОССИЙСКОЕ АГЕНТСТВО ПО ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ (19) (51) МПК? ВИ "” 2 196 208. 13) С2 Е 04 © 9/02, 11/08, 17/02 12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ РОССИЙСКОЙ ФЕДЕРАЦИИ (21), (22) Заявка: 99122039/03, 03.03.1998 (24) Дата начала действия патента: 03.03.1998 (30) Приоритет: 14.03.1997 Ц$ 08/818,136 (43) Дата публикации заявки: 27.07.2001 (46) Дата ...

Method For Simply Forming Pattern On Outer Surface Of Concrete Structure

The present invention relates to a method for forming a pattern on a structure having the outer surface formed of concrete which includes a first step of forming a groove of a predetermined size on a position on which a pattern is to be formed on the outer surface of a structure; a second step of filling mortar into the groove; a third step of pressing and inserting a pattern-formed member on which a pattern is formed in intaglio into the groove in which mortar is filled; a fourth step of closely attaching and coupling plywood to cover the outer surface of the pattern-formed member, and driving a nail in a corner portion of the plywood to fix the plywood to the concrete surface; and a fifth step of detaching the plywood from the pattern-formed member after a predetermined amount of time is passed, wherein the pattern-formed member is manufactured by forming a concave shape by pressing a circular member formed with stone or wood toward clay and pouring silicon in the clay.

a form mold for loess and construction method of form-concrete for a form mold

본 발명은 콘크리트의 표리면에 다양한 문양으로 음각하는 문양거푸집에 필요시 마다 문양조형장치를 이용하여 소망하는 여러 형태의 문양을 조형할 수 있도록 하므로서 일정량의 문양거푸집을 반복 사용할 수 있도록 하는 한편, 상기 문양거푸집을 이용하여 콘크리트의 문양 시공을 용이하게 하는 동시에 시공에 소요되는 시공비를 최대한 절감할 수 있도록 한 황토를 이용한 문양거푸집 및 이 문양거푸집을 이용한 문양 콘크리트의 시공방법에 관한 것으로서, The present invention allows the use of a pattern molding device to repeatedly use a predetermined amount of pattern molds by using a pattern molding apparatus whenever necessary for pattern molds engraved into various patterns on the front and back surfaces of concrete. The present invention relates to a pattern formwork using ocher and a method of constructing a patterned concrete using the pattern formwork to facilitate the design of the concrete using the pattern formwork and to reduce the construction cost required for the construction. 특히, 본 발명은 사방에 힌지가 마련되고, 중공의 연결관이 관통 형성되며, 후면에 보울트로서 연속 이음을 갖기 위한 결합부가 다수개 형성된 바닥판과, 상기 연결관에 관통되어 시공된 콘크리트 벽면으로부터 바닥판을 고정하도록 양단에 나사부가 마련된 연결간과, 상기 연결관의 나사부 중 바닥판을 관통하는 나사부에 보강판이 관통설치하여 고정시키는 고정구와, 상기 바닥판으로부터 설치되는 힌지에 의해 회동가능하게 설치되며, 양측에 결착공이 형성되며, 길이방향에 안내로가 형성된 가로판과, 상기 바닥판으로부터 설치되는 힌지에 의해 회동가능하게 설치되며, 양측에 결착공이 형성된 세로판과, 상호 이웃하는 가로판과 세로판의 결착공에 각 삽입되어 이들을 지지하는 결착구와, 상기 바닥판을 기준으로 틀을 형성하는 가로판과 세로판 내에 채워져 고형화되며, 고형화된 일면에 음극으로 문양이 새겨져 벽체에 문양을 형성시키기 위한 몰드부재를 포함하여서 된 것을 특징으로 한 것이다. In particular, the present invention is provided with a hinge on all sides, a hollow connection tube is formed through, a bottom plate formed with a plurality of coupling parts for having a continuous joint as a bolt on the back, and from the concrete wall surface penetrated through the connection tube It is installed to be rotatable by the connection between the screw provided at both ends to secure the bottom plate, a fastener through which the reinforcing plate is installed through the bottom of the threaded portion of the connector pipe, and a hinge installed from the bottom plate. A binding plate is formed on both sides, and a horizontal plate having a guide path in a longitudinal direction, and is installed to be ...

High Strength Panel of Lightweight and Manufacturing Method thereof

본 고안은 폐기되는 면섬유설과 화학섬유설을 열압착하여 제조한 판상의 강화섬유매트층과 열가소성 수지와 충전제를 혼합하여 제조한 혼합수지층을 접착제를 전혀 사용하지 않고 열압착에 의해 적층시킨 거푸집판재에 관한 것으로, 거푸집용 판재뿐만 아니라 발코니, 내장재 등의 토목, 건설 현장에서 다양하게 사용할 수 있는 판재에 관한 것이다. The present invention is a form in which a plate-shaped reinforcing fiber mat layer prepared by thermocompressing discarded cotton fiber snow and chemical fiber snow and a mixed resin layer made by mixing a thermoplastic resin and a filler are laminated by thermal compression without using any adhesive. The present invention relates to a plate, and to a plate that can be used in a variety of civil engineering, construction sites, such as a balcony, interior materials, as well as formwork. 본 고안의 거푸집판재는 면섬유설, 화학섬유설 및 충전제를 혼합한 후 타면기로 개섬하여 솜의 형태로 얻고, 고온의 프레스기로 가열 압착하여 판상으로 제조한 강화섬유매트층; 상기 강화섬유매트층의 양면에 적층되는 유리섬유층; 상기 유리섬유층의 각각의 일측에 적층되는 열가소성수지 60 내지 80 중량%, 충전제 10 내지 40 중량%, 가공조제 0.1 내지 30 중량%로 구성되는 혼합수지층;으로 구성된다. The formwork material of the present invention is a cotton fiber snow, chemical fiber snow and the filler is mixed and then opened with other cotton wool to obtain a form of cotton, heat-pressed by a hot pressing machine to prepare a plate-like reinforced fiber mat; A glass fiber layer laminated on both sides of the reinforcing fiber mat layer; It is composed of; mixed resin layer consisting of 60 to 80% by weight, 10 to 40% by weight filler, 0.1 to 30% by weight of the processing aid laminated on each side of the glass fiber layer. 거푸집판재, 폴리프로필렌, 목분, 면섬유설, 화학섬유설, 금속 프레임 Formwork, polypropylene, wood flour, cotton fiber, chemical fiber, metal frame

Concrete composite wall construction method with inner insulation, composite shear connector and composite form-tie

조립 설치된 단열재와 합성 연결재를 현장에 세팅된 갱폼과 유로폼 사이에 합성 폼타이를 이용하여 배치하고 콘크리트를 타설하여 중단열벽체를 시공할 수 있도록 한 현장 중단열벽체 시공방법에 관한 것으로서, 상기 폼타이는 FRP 폼타이와 강재 폼타이가 서로 연결된 것을 이용하되, FRP 폼타이는 유로폼으로부터 단열재를 관통하도록 설치하고, FRP 폼타이 단부에 연결된 강재 폼타이는 단열재로부터 갱폼을 관통하도록 설치된다. A method of constructing an on-site suspended hot wall construction system in which an assembled thermal insulation material and a synthetic connecting material are disposed between a gang form and a euro foam set in a site using a synthetic foam tie and a concrete is laid to construct a suspended hot wall. The FRP form ties and steel form ties are used to be connected to each other, the FRP form ties are installed to penetrate the insulation from the euro form, and the steel form ties connected to the end of the FRP form ties are installed to penetrate the gang form from the insulation.

Composite Euroform for Construction

본 고안은 건축용 복합 유로폼에 관한 것으로, 폼 체결구가 삽입되는 다수개의 제1삽입부와, 상기 제1삽입부에 관통 형성되며, 폼 체결구가 결합되도록 소정의 홈의 형태로 형성되는 다수개의 제1폼 결합홈이 구성되는 한 쌍의 수직 구조틀과, 상기 한 쌍의 수직 구조틀의 상부 및 하부에 결합되는 한 쌍의 수평 구조틀과, 양단부가 상기 한 쌍의 수직 구조틀에 결합되는 보강 수직 프레임과, 상기 한 쌍의 수평 구조틀 및 보강 수직 프레임에 각각 결합되는 보강 수평 프레임과, 상기 한 쌍의 수직 및 수평 구조틀을 결합시키는 고정 브라켓을 포함하는 구조틀 부재; 및 상기 구조틀 부재의 후방부에 구성되며, 상기 한 쌍의 수직 및 수평 구조틀과 결합되고, 내수합판으로 이루어지는 패널부재;를 포함하는 것을 특징으로 한다. The present invention relates to a composite flow path for construction, and a plurality of first inserts into which a foam fastener is inserted, and a plurality of first inserts through which the foam fasteners are inserted, and formed in the form of a predetermined groove so that the foam fasteners are coupled. A pair of vertical structural frames including a first form coupling groove, a pair of horizontal structural frames coupled to the upper and lower portions of the pair of vertical structural frames, a reinforcing vertical frame having both ends coupled to the pair of vertical structural frames, , A structural frame member including a reinforcing horizontal frame coupled to the pair of horizontal structural frames and a reinforcing vertical frame, respectively, and a fixing bracket for coupling the pair of vertical and horizontal structural frames; And a panel member configured at a rear portion of the structural frame member, coupled with the pair of vertical and horizontal structural frames, and made of water-resistant plywood.

Mold panel

본 개시의 일 실시예에 따른 거푸집 패널은, 거푸집 패널의 일 면을 형성하는 단열재, 및 거푸집 패널의 타 면을 형성하며 단열재와 탈착 가능한 지지체를 포함하고, 지지체의 크기는 단열재의 크기와 대응되고, 지지체는 개구부의 둘레를 감싸고 개구가 형성되지 않은 테두리부를 포함하고, 지지체는 지지체와 단열재가 결합된 구조에서 단열재가 외부에 노출되도록 적어도 하나의 개구를 가지는 개구부를 포함한다. A formwork panel according to an embodiment of the present disclosure includes a heat insulating material forming one side of the formwork panel, and a heat insulating material and a detachable support body forming the other side of the formwork panel, and the size of the support body corresponds to the size of the heat insulating material and , The support wraps around the periphery of the opening and includes an rim portion in which the opening is not formed, and the support includes an opening having at least one opening so that the insulation is exposed to the outside in a structure in which the support and the insulator are combined.

Insulation fastening structure of slab

슬래브의 단열재 고정구조에 관한 것으로, 소정의 크기를 갖는 장방형으로 이루어지는 거푸집부재에 일정 간격으로 형성되는 다수개의 자석삽입홈부; 상기 자석삽입홈부의 내측에 강제 압입으로 설치되는 자성체부재; 상기 거푸집부재의 상면에 안착되는 단열재부재; 상기 단열재부재가 상기 거푸집부재에 설치된 자성체부재의 자력에 의해 부착되도록 상기 단열재부재의 저면에 설치되는 밴드부재; 상기 밴드부재를 제거할 수 있도록 상기 밴드부재의 저면에 설치되는 페이스트제거부재;를 마련하여 거푸집부재와 단열재부재를 자성체부재에 의해 간단하게 고정 설치할 수 있고, 자성체부재를 자석삽입홈부에 끼워 단열재부재를 자력으로 부착시킴에 따라 단열재부재를 견고하게 고정시킬 수 있으며, 자성체부재를 자석삽입홈부에 강제 압압시켜 단열재부재를 간편하게 고정시킬 수 있다는 효과가 얻어진다.

Concrete form releasing film

The present invention relates to a mold delamination film, wherein an adhesive is applied to enable a plurality of films (120) formed in a predetermined area to be laminated to form a film set (100), and the film set (100) is attached to a surface of a mold (200) to sequentially delaminate the contaminated or damaged film (120) from the film set (100) in a process of using the mold (200). Moreover, a delamination unit is formed in a structure where the separation unit does not protrude to the outside of an area of the film (120) in one side edge on an upper surface of the film (120) to delaminate the film (120) from the film set (100) by each layer by pulling the delamination unit.

Green's building templates

本发明公开了一种绿色环保的建筑模板，属于建筑模板技术领域，包括第一基板、第二基板和活动板，活动板位于第一基板与第二基板之间，活动板的内部中间开设有活动槽，活动板的外表面开设有旋转孔，活动槽的内部中间固定有支撑杆。本发明设置有滑轮、滑槽、连接杆、转轴、伸缩杆、弹簧、限位杆、限位孔和活动槽，在活动板的内部中间开设有活动槽，活动槽的内部中间固定有支撑杆，在连接杆的一端连接有滑轮，当使用者在使用过程中，先将限位杆从限位孔的内部抽出，通过转轴带动连接杆在活动槽内部进行转动，从而使得滑轮在滑槽内部滑动，也使得该种绿色环保的建筑模板的长度发生改变，从而对建筑模板的宽度进行调节。