CN211762332U - Concrete box mould - Google Patents

Concrete box mould Download PDF

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Publication number
CN211762332U
CN211762332U CN201922139743.8U CN201922139743U CN211762332U CN 211762332 U CN211762332 U CN 211762332U CN 201922139743 U CN201922139743 U CN 201922139743U CN 211762332 U CN211762332 U CN 211762332U
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China
Prior art keywords
wall
mold
partition wall
mould
constructional column
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CN201922139743.8U
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Chinese (zh)
Inventor
张宗军
王琼
赵宝军
赵书凯
郭正廷
孟辉
陈鹏
韩成浩
高博深
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CSCEC Hailong Technology Co.,Ltd.
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Shenzhen Hailong Construction Technology Co Ltd
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Priority to CN201922139743.8U priority Critical patent/CN211762332U/en
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Abstract

The utility model discloses a concrete box mould, including transverse member and vertical member, transverse member includes bottom plate, beam mould and coincide roof, vertical member includes wall mould, partition wall and constructional column, the wall mould the partition wall with the constructional column is located respectively the bottom plate top and with the bottom plate is connected perpendicularly, the wall mould with the partition wall passes through the constructional column is connected, the beam mould is located the partition wall with the top of constructional column, the lower terminal surface of beam mould with the partition wall or the constructional column is connected perpendicularly, the up end of beam mould with the wall mould up end is at same horizontal plane, the coincide roof connect perpendicularly respectively in the beam mould with the top of wall mould. Each component of the box mould can be prefabricated and then transported to a designated station for assembly, the production speed is high, the quality is high, and the energy conservation, emission reduction and environmental protection are realized.

Description

Concrete box mould
Technical Field
The utility model relates to an assembly type structure field, the more specifically concrete box mould that says so.
Background
The traditional cast-in-place concrete structure building needs to assemble and disassemble the template during site construction, consumes a large amount of manpower and material resources, and increases the construction period and the like.
At present, concrete structure buildings are gradually assembled, and the original simple prefabricated composite beams, composite slabs, prefabricated columns and other parts of components are developed into the prefabricated concrete box type buildings, so that the factory prefabrication rate and the construction speed of the concrete structure buildings are obviously improved, but the concrete box type buildings also have many problems. At present, most of common concrete box buildings are four-sided or pentahedron and non-hexahedron, so that the integration of decoration is low; in addition, the wall body and the top bottom plate of concrete box are mostly conventional thickness, lead to the box heavier, the hoist and mount of being not convenient for, and the connection between the box is mostly back slip casting or steel nodal connection, and connected node is more complicated, is unfavorable for the construction.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome prior art not enough, provide a concrete box mould.
In order to achieve the above purpose, the utility model adopts the following technical scheme: the utility model provides a concrete box mould, includes transverse member and vertical component, transverse member includes bottom plate, beam mould and coincide roof, vertical component includes wall mould, partition wall and constructional column, the wall mould, the partition wall with the constructional column is located respectively the bottom plate top and with the bottom plate is perpendicular to be connected, the wall mould with the partition wall passes through the constructional column is connected, the beam mould is located the partition wall with the top of constructional column, the lower terminal surface of beam mould with the partition wall or the constructional column is perpendicular to be connected, the up end of beam mould with the wall mould up end is at same horizontal plane, coincide roof is perpendicular to be connected respectively in the top of beam mould with the wall mould.
The further technical scheme is as follows: the wall form is a reinforced concrete slab, a fiber concrete slab or a reinforced truss plate, and the cross section of the wall form is in a straight line shape, an L shape, a Z shape or a U shape.
The further technical scheme is as follows: the thickness of the wall form is less than or equal to 100 mm.
The further technical scheme is as follows: the cross section of the beam mould is L-shaped or U-shaped.
The further technical scheme is as follows: the thickness of the beam mold is less than or equal to 100 mm.
The further technical scheme is as follows: the upper end face of the transverse member and/or the vertical member is/are provided with a pre-embedded lifting hook, a lifting nail or a lifting ring, and the wall formwork is also provided with a pulling piece or a supporting piece.
The further technical scheme is as follows: the wall mould with the partition wall side all is equipped with pre-buried connecting piece, the wall mould with the pre-buried connecting piece of partition wall side be for be used for with the reinforcing bar that the constructional column is connected.
The further technical scheme is as follows: and pre-buried steel plates are arranged above the constructional column, above the partition wall and below the beam mould, and the pre-buried steel plates below the beam mould are respectively fixedly connected with the pre-buried steel plates above the partition wall and the pre-buried steel plates above the constructional column through welding or studs.
The further technical scheme is as follows: the composite roof is a steel bar truss composite roof or a prestress composite roof, embedded steel plates are arranged below the composite roof, above the wall formwork and above the beam formwork, and the embedded steel plates below the composite roof are fixedly connected with the embedded steel plates above the wall formwork and the embedded steel plates above the beam formwork through welding or studs.
The further technical scheme is as follows: the wall form is characterized in that constructional column lap-joint reinforcing steel bars are preset on the bottom plate, the partition wall is provided with reinforcing steel bars extending into the bottom plate, the wall form is provided with reinforcing steel bars extending into the bottom plate, and the wall form and the partition wall are respectively anchored into corresponding areas poured by the bottom plate.
Compared with the prior art, the utility model beneficial effect be: the utility model provides a concrete box mould passes through wall mould, partition wall and constructional column and is located the bottom plate top respectively and be connected perpendicularly with the bottom plate, and wall mould and partition wall pass through the constructional column and connect, the beam form be located the partition wall with the top of constructional column, the lower terminal surface of beam form is connected perpendicularly with partition wall or constructional column, and the up end and the wall mould up end of beam form are at same horizontal plane, and the coincide roof is connected perpendicularly respectively in the top of beam form and wall mould, realizes industrialization assembly line production, and each component part spare of box mould can be prefabricated and transported to appointed station equipment again, and the production speed is fast, and the high quality, and energy saving and emission reduction green, but the interior decoration of box mould integration, integration factory construction such as water and electricity pipeline can shorten the building finishing time limit greatly. The multiple concrete box molds can be connected with each other, the box molds can be assembled to an appointed area layer by layer according to a building structure layout, each box mold is provided with a bearing component template, the building can be pushed to realize the construction without disassembling the mold, the construction period is greatly shortened, the building bearing component still adopts the cast-in-place construction mode, and the connection node of the bearing component is equal to the cast-in-place mode, so that the construction is simple, safe and reliable.
The foregoing is a summary of the present invention, and other objects, features and advantages of the present invention will be apparent from the following detailed description of the preferred embodiments, which is provided for the purpose of illustration and understanding of the present invention.
Drawings
Fig. 1 is a schematic structural view of a concrete box mold.
FIG. 2 is a flow chart of a method of making a concrete tank mold;
FIG. 3 is a flow chart of a demolition-free form construction method;
fig. 4 is a schematic structural view of assembling a plurality of box molds according to an embodiment.
Reference numerals
10. A box mold; 11. a base plate; 12. wall formwork; 13. a partition wall; 14. constructing a column; 15. beam forming; 16. superposing the top plate; 21. wall form gaps; 22. and (4) beam-form clearance.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention will be described in further detail with reference to the accompanying drawings and the following detailed description.
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by those skilled in the art without creative efforts belong to the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and to simplify the description, but do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the present invention.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless specifically limited otherwise.
In the present invention, unless otherwise expressly specified or limited, the terms "mounted," "connected," and "secured" are to be construed broadly and can, for example, be connected or detachably connected or integrated; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
In the present disclosure, unless expressly stated or limited otherwise, the first feature "on" or "under" the second feature may comprise direct contact between the first and second features, or may comprise contact between the first and second features not directly. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly under and obliquely below the second feature, or simply meaning that the first feature is at a lesser elevation than the second feature.
In the description herein, references to the description of the term "one embodiment," "some embodiments," "an example," "a specific example," or "some examples," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above should not be understood to necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples. Furthermore, various embodiments or examples described in this specification can be combined and combined by one skilled in the art.
As shown in fig. 1, a concrete box form 10 comprises a cross member and a vertical member, wherein the cross member comprises a bottom plate 11, a beam form 15 and a superposed top plate 16, the vertical member comprises a wall form 12, a partition wall 13 and a constructional column 14, the wall form 12, the partition wall 13 and the constructional column 14 are respectively positioned above the bottom plate 11 and are vertically connected with the bottom plate 11, the wall form 12 and the partition wall 13 are connected through the constructional column 14, the beam form 15 is positioned above the partition wall 13 and the constructional column 14, the lower end surface of the beam form 15 is vertically connected with the partition wall 13 or the constructional column 14, the upper end surface of the beam form 15 is in the same horizontal plane with the upper end surface of the wall form 12, and the superposed top plate 16 is respectively and vertically connected with the tops of the beam form 15 and the. The plurality of concrete box moulds 10 can be connected with one another, the box moulds 10 can be assembled to an appointed area layer by layer according to a building structure layout, the box-shaped modules can realize industrial flow line production, each component of the modules can be prefabricated and then conveyed to an appointed station for assembly, the production speed is high, the quality is high, and the energy conservation, emission reduction and environmental protection are realized. And the box mould 10 can integrate indoor decoration, integrated factory construction of water and electricity pipelines and the like, and can greatly shorten the construction period of decoration of buildings.
Specifically, the wall form 12 is a reinforced concrete slab, a fiber concrete slab or a reinforced truss plate, and the cross-sectional shape of the wall form 12 is a straight line, an L shape, a Z shape or a U shape.
Specifically, the wall form 12 has a thickness of less than or equal to 100 millimeters.
Specifically, the beam form 15 is made of reinforced concrete, and the cross-sectional shape of the beam form 15 is L-shaped or U-shaped.
Specifically, the beam mold 15 has a thickness of 100 mm or less.
Specifically, the upper end surfaces of the transverse members and/or the vertical members are provided with pre-embedded lifting hooks, lifting nails or lifting rings, and the wall form 12 is further provided with a pulling piece or a supporting piece. Adjacent wall forms 12 are secured by tie members or bracing members.
Specifically, the side edges of the wall form 12 and the partition wall 13 are both provided with embedded connectors, and the embedded connectors on the side edges of the wall form 12 and the partition wall 13 are reinforcing steel bars used for being connected with the constructional columns 14.
Specifically, embedded steel plates are arranged above the constructional column 14, above the partition wall 13 and below the beam mold 15, and the embedded steel plates below the beam mold 15 are respectively connected and fixed with the embedded steel plates above the partition wall 13 and the embedded steel plates above the constructional column 14 through welding or studs. The connection is simple, fast and firm by welding or bolting.
Specifically, the superposed roof 16 is a steel bar truss superposed roof 16 or a prestressed superposed roof 16, embedded steel plates are arranged below the superposed roof 16, above the wall formwork 12 and above the beam formwork 15, and the embedded steel plates below the superposed roof 16 are respectively connected and fixed with the embedded steel plates above the wall formwork 12 and the embedded steel plates above the beam formwork 15 through welding or studs. The connection is simple, fast and firm by welding or bolting.
Specifically, the bottom plate 11 is preset with steel bars lapped with the constructional column 14, the partition wall 13 is provided with steel bars extending into the bottom plate 11, the wall formwork 12 is provided with steel bars extending into the bottom plate 11, and the wall formwork 12 and the partition wall 13 are respectively anchored into corresponding areas poured by the bottom plate 11. The box mould 10 only provides a concrete pouring template for a building bearing structure, the building bearing member still adopts a cast-in-place construction mode, and the connection node of the bearing member is simple, safe and reliable as the same as a cast-in-place mode.
As shown in fig. 2, a method for manufacturing a concrete tank mold, based on the concrete tank mold 10 shown in fig. 1, includes the following steps:
s11, prefabricating the wall formwork 12, the beam formwork 15, the partition wall 13 and the superposed roof 16, and embedding steel plates or steel bars in corresponding positions;
s12, fixing the wall form 12 and the partition wall 13 at the position where the bottom plate 11 is poured in advance;
s13, pouring the bottom plate 11, enabling the embedded steel bars at the lower ends of the wall formwork 12 and the partition wall 13 to extend into the bottom plate 11, and reserving the steel bars lapped with the constructional columns 14;
s14, pouring a constructional column 14, pouring the constructional column 14 at the position where the constructional column 14 reserved on the bottom plate 11 overlaps with the steel bars, and simultaneously enabling the steel bars at one end, connected with the constructional column 14, of the partition wall 13 and the wall formwork 12 to stretch into the constructional column 14;
s15, connecting the beam formwork 15 with the partition wall 13 or the constructional column 14;
and S16, connecting the box mould 10 laminated top plate 16 with the wall mould 12 and the beam mould 15. The box mould 10 manufactured by the manufacturing method is of a hexahedral structure, and the construction can be promoted to realize mould-disassembly-free construction due to the template with the bearing member, so that the construction period of the building is greatly shortened. Compared with the common conventional box building, the building has light weight, good integrity and high integration for indoor decoration. The prepared box mould 10 provides a concrete pouring template for a building bearing structure, the building bearing member still adopts a cast-in-place construction mode, and the connection node of the bearing member is simple, safe and reliable as a cast-in-place mode. The manufactured box mould 10 can be integrated with indoor decoration, water and electricity pipeline and other integrated factory construction, and the construction period of decoration of a building can be greatly shortened.
Specifically, the beam mold 15 is welded or bolted to the partition wall 13 or the constructional column 14 through the embedded steel plate below the beam mold 15.
Specifically, the superposed top plate 16 is welded or connected and fixed with the embedded steel plates above the wall mold 12 and the beam mold 15 through the embedded steel plates at the lower end of the superposed top plate 16.
As shown in fig. 3, a demolition-free construction method based on the concrete box mold shown in fig. 1 includes the following steps:
s21, vertically reinforcing and supporting the large-span superposed top plate 16 and the beam mold 15 by using the prefabricated box mold 10 through a detachable steel frame;
s22, assembling the prefabricated box mould 10 to a specified area layer by layer according to the building structure layout;
s23, paving shear wall steel bars between wall forms 12 of horizontally adjacent concrete box forms 10, paving beam steel bars between beam forms 15, and paving steel bars of post-cast plates above the superposed top plate 16;
s24, pouring a shear wall between the wall molds 12 of the horizontally adjacent concrete box molds 10;
s25, pouring a bearing beam between the beam molds 15 of the horizontally adjacent concrete box molds 10;
and S26, pouring a post-cast plate. When the mold-dismantling-free construction method is implemented, all the components of the required modules can be prefabricated and then transported to the appointed station for assembly, the production speed is high, the quality is high, and the method is energy-saving, emission-reducing and environment-friendly. Each box mould 10 can integrate indoor decoration, integrated factory construction of water and electricity pipelines and the like, the construction decoration period can be greatly shortened, each box mould 10 is provided with a bearing member template, the construction can be promoted to realize the mould-disassembly-free construction, the construction period is greatly shortened, the construction bearing member still adopts the cast-in-place construction mode, and the bearing member connecting node is identical to the cast-in-place construction mode, so that the construction is simple, safe and reliable.
Specifically, in casting the shear wall, adjacent wall forms 12 are secured by tension or bracing members.
Specifically, the post-cast slab is effectively connected with the composite top plate 16 into a whole through the truss ribs above the composite top plate 16 to form a normally used floor slab.
Specifically, as shown in fig. 4, the demolition-free construction method is used to split and prefabricate the building into a plurality of box-shaped modules, such as three box-shaped modules 10, according to the house type. The box modules comprise as previously described formwork wall forms 12 for shear walls, formwork beam forms 15 for beams, a superimposed roof 16, a floor 11, partition walls 13 and constructional columns 14. When the building is built, the box-shaped modules are hoisted to the designated positions layer by layer according to the building construction drawing for assembly, and then the on-site pouring of the shear walls, beams, plates and the like of the bearing members is carried out after the assembly is finished, wherein the on-site pouring positions are respectively the wall formwork gap 21 of two adjacent box formworks 10, the beam formwork gap 22 of two adjacent box formworks 10 and the post-pouring plate part on the upper part of the superposed top plate 16. The partition walls 13, the constructional columns 14 and the like of the non-bearing members of the building are already finished when the box modules are prefabricated, so the installation of the non-bearing members of the building is finished after the box modules are assembled; the bearing member shear wall, the beam and the plate can be cast in situ by respectively directly using the wall mold 12, the beam mold 15 and the superposed top plate 16 of the box-type module as templates, and the construction without disassembling the templates can be basically realized.
Compared with the prior art, the utility model provides a concrete box mould passes through wall mould, partition wall and constructional column and is located the bottom plate top respectively and be connected perpendicularly with the bottom plate, and wall mould and partition wall pass through the constructional column and connect, the beam form be located the partition wall with the top of constructional column, the lower terminal surface of beam form is connected perpendicularly with partition wall or constructional column, and the up end and the wall mould up end of beam form are at same horizontal plane, and the coincide roof is connected perpendicularly respectively in the top of beam form and wall mould, realizes industrialization assembly line production, and each component part of box mould can be prefabricated and transported to appointed station equipment again, and production speed is fast, the high quality, and energy saving and emission reduction green, but box mould integrated interior decoration, integration factory construction such as water and electricity pipeline can shorten the building finishing time limit greatly. The multiple concrete box molds can be connected with each other, the box molds can be assembled to an appointed area layer by layer according to a building structure layout, each box mold is provided with a bearing component template, the building can be pushed to realize the construction without disassembling the mold, the construction period is greatly shortened, the building bearing component still adopts the cast-in-place construction mode, and the connection node of the bearing component is equal to the cast-in-place mode, so that the construction is simple, safe and reliable.
The technical content of the present invention is further described by the embodiments only, so that the reader can understand it more easily, but the embodiments of the present invention are not limited thereto, and any technical extension or re-creation according to the present invention is protected by the present invention. The protection scope of the present invention is subject to the claims.

Claims (10)

1. The concrete box formwork is characterized by comprising a transverse member and a vertical member, wherein the transverse member comprises a bottom plate, a beam formwork and a superposed top plate, the vertical member comprises a wall formwork, a partition wall and a constructional column, the wall formwork, the partition wall and the constructional column are respectively positioned above the bottom plate and vertically connected with the bottom plate, the wall formwork and the partition wall are connected through the constructional column, the beam formwork is positioned above the partition wall and the constructional column, the lower end surface of the beam formwork is vertically connected with the partition wall or the constructional column, the upper end surface of the beam formwork and the upper end surface of the wall formwork are in the same horizontal plane, and the superposed top plate is respectively and vertically connected with the tops of the beam formwork and the wall formwork.
2. The concrete box form of claim 1, wherein the wall form is a reinforced concrete slab, a fiber concrete slab or a reinforced truss plate, and the cross-sectional shape of the wall form is a straight line, an L-shape, a Z-shape or a U-shape.
3. The concrete box mold of claim 2, wherein the wall mold thickness is less than or equal to 100 millimeters.
4. The concrete box mold of claim 1, wherein the beam mold has an L-shaped or U-shaped cross-sectional shape.
5. The concrete box mold of claim 4, wherein the beam mold thickness is less than or equal to 100 millimeters.
6. The concrete box mould of claim 1, wherein the upper end surfaces of the transverse members and/or the vertical members are provided with embedded lifting hooks, hanging nails or hanging rings, and the wall mould is further provided with a pulling piece or a supporting piece.
7. The concrete box mold as recited in claim 1, wherein the wall mold and the side edges of the partition wall are provided with pre-embedded connectors, and the pre-embedded connectors of the wall mold and the side edges of the partition wall are reinforcing steel bars for connecting with the constructional columns.
8. The concrete box mold as recited in claim 1, wherein pre-buried steel plates are respectively arranged above the constructional column, above the partition wall and below the beam mold, and the pre-buried steel plates below the beam mold are respectively fixed with the pre-buried steel plates above the partition wall and the pre-buried steel plates above the constructional column through welding or stud connection.
9. The concrete box mold of claim 1, wherein the superposed top plate is a steel bar truss superposed top plate or a prestressed superposed top plate, embedded steel plates are arranged below the superposed top plate, above the wall mold and above the beam mold, and the embedded steel plates below the superposed top plate are respectively fixedly connected with the embedded steel plates above the wall mold and the embedded steel plates above the beam mold through welding or studs.
10. The concrete box mold of claim 1, wherein the bottom plate is pre-provided with construction column overlapping reinforcing bars, the partition wall is provided with reinforcing bars extending into the bottom plate, the wall mold is provided with reinforcing bars extending into the bottom plate, and the wall mold and the partition wall are respectively anchored into corresponding areas where the bottom plate is cast.
CN201922139743.8U 2019-11-29 2019-11-29 Concrete box mould Active CN211762332U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201922139743.8U CN211762332U (en) 2019-11-29 2019-11-29 Concrete box mould

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201922139743.8U CN211762332U (en) 2019-11-29 2019-11-29 Concrete box mould

Publications (1)

Publication Number Publication Date
CN211762332U true CN211762332U (en) 2020-10-27

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Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
CN (1) CN211762332U (en)

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Address after: No. 8, junzi buxingfa Road, Guanlan street, Longhua District, Shenzhen, Guangdong 518000

Patentee after: CSCEC Hailong Technology Co.,Ltd.

Address before: No. 8, junzi buxingfa Road, Guanlan street, Longhua District, Shenzhen, Guangdong 518000

Patentee before: SHENZHEN HAILONG BUILDING TECHNOLOGY Co.,Ltd.