CN216713818U - Shaped formwork supporting structure applied to limited space of adjacent buildings - Google Patents

Shaped formwork supporting structure applied to limited space of adjacent buildings Download PDF

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Publication number
CN216713818U
CN216713818U CN202220147136.5U CN202220147136U CN216713818U CN 216713818 U CN216713818 U CN 216713818U CN 202220147136 U CN202220147136 U CN 202220147136U CN 216713818 U CN216713818 U CN 216713818U
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China
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component
supporting
template
embedded
support
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CN202220147136.5U
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赖嘉维
周江
梁全雷
袁金康
李亚诚
钟念章
谢发祥
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China Construction Fourth Engineering Division Corp Ltd
China Construction Fourth Engineering Division South China Construction Co Ltd
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China Construction Fourth Engineering Division Corp Ltd
China Construction Fourth Engineering Division South China Construction Co Ltd
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Abstract

The utility model discloses a regularized template supporting structure applied to limited space of adjacent buildings, which comprises an embedded component, a supporting component and a template component, wherein the embedded component is embedded and fixed on a pouring bottom plate of the building in a way of forming a fixed inclination angle with the vertical direction, the embedded component is detachably connected with the supporting component through a threaded connection component, and the template component is arranged on one side of the supporting component close to the embedded component and is used as a support of a structure to be poured on the side surface of the pouring bottom plate of the building. The stereotyped template supporting structure can ensure the smooth formation of a pouring structure and solve the problem that the pouring operation is not easy to complete in the limited space of adjacent buildings in the prior art.

Description

Shaped formwork supporting structure applied to limited space of adjacent buildings
Technical Field
The utility model relates to the technical field of supporting structures, in particular to a regularized template supporting structure applied to limited space of adjacent buildings.
Background
At present, in project basement regional periphery near underground vestibule engineering, basement outer wall and excavation supporting construction distance are less, width about only 400mm, and the project is at basement outer wall outside brick barricade to waterproof construction is carried out on the barricade, because the space is narrow and small, can't carry out the double faced template and prop up and establish and consolidate, and the template supports and can't take and to drawing fixedly, and, the difficult construction of basement beam slab structure and outer wall node reinforcing bar, structural integrity is difficult to guarantee.
Therefore, a new support structure is required to meet the actual construction needs.
SUMMERY OF THE UTILITY MODEL
Based on this, the utility model aims to provide a regularized formwork support structure applied to limited spaces of adjacent buildings.
The utility model provides an apply to regularization template bearing structure in adjacent building finite space, includes pre-buried component, supporting component and template subassembly, wherein, pre-buried component becomes on the pouring bottom plate of a fixed inclination ground pre-buried being fixed in building with vertical direction, passes through threaded connection subassembly detachably with the supporting component on the pre-buried component to be connected, and the template subassembly sets up in one side that the supporting component leaned on pre-buried component to treat the support of pouring structure as the pouring bottom plate side of building.
The utility model relates to a stereotyped template supporting structure which can be applied to limited spaces of adjacent buildings, wherein an embedded component is arranged on a pouring bottom plate of a building, the embedded component is connected with a supporting component through a threaded connection component in the construction process so as to stably fix the supporting component, the embedded component is embedded on the pouring bottom plate at an inclination angle with the vertical direction so as to provide fixing constraint force in the horizontal direction and the vertical direction for the supporting component, after the supporting component is fixed, the template component arranged at the side part of the supporting component is used as a support of a structure to be poured at the side surface of the pouring bottom plate, after the stereotyped template supporting structure is fixed, the pouring operation of the side part structure of the pouring bottom plate can be carried out, in the pouring process, the embedded component provides stable pulling force for the supporting component so as to resist against pressure of pouring slurry in the horizontal direction and possibly in the vertical upward direction, avoid supporting component to take place the displacement, guarantee the smooth formation of pouring structure from this, solved among the prior art in the problem of the difficult completion pouring operation in the finite space of adjacent building.
Preferably, the embedded component comprises an embedded part, a connecting nut and an outer connecting rod, wherein the embedded part is embedded and fixed on a pouring bottom plate of the building, the connecting nut is used for connecting the embedded part and the outer connecting rod, and the outer connecting rod is used for being connected with the supporting component.
Preferably, the embedded part comprises a horizontal section and an inclined section connected with the horizontal section, the inclined section and the outer connecting rod are arranged in a collinear way, an included angle alpha is formed between the inclined section of the embedded part and the vertical direction, and alpha is more than or equal to 30 degrees and less than or equal to 60 degrees.
Preferably, the supporting component comprises a supporting frame body, a template back edge and a back edge fastener are arranged on the side portion of the supporting frame body, wherein the template back edge is fixed on the supporting frame body, and the template back edge is connected with the template component through the back edge fastener.
Preferably, the support frame body is assembled by assembling components.
Preferably, the support frame is internally provided with a connecting block, the connecting block and the embedded component are vertically arranged, and the embedded component vertically penetrates through the connecting block and is connected through a threaded connection component.
Preferably, the support assembly further comprises a leveling assembly, and the leveling assembly is connected with the support frame body and used for leveling the support frame body and supporting the support frame body.
Preferably, the leveling assembly comprises at least one first thread adjusting seat and at least one second thread adjusting seat, wherein the first thread adjusting seat is arranged on one side of the support frame body, which is close to the formwork assembly, and the second thread adjusting seat is arranged on one side of the support frame body, which is far away from the formwork assembly.
Preferably, the support assembly further comprises a moving roller rotatably connected with the support frame and disposed below the support frame.
Preferably, the support assembly further comprises a weight member disposed on the support frame body.
Compared with the prior art, the stereotyped template supporting structure can be applied to limited and small spaces of adjacent buildings to complete pouring operation, the overall supporting structure is stable and reliable through the arrangement of the inclined embedded parts in the supporting structure, and the supporting assembly is arranged into a splicing structure to facilitate assembly and transfer.
For a better understanding and practice, the utility model is described in detail below with reference to the accompanying drawings.
Drawings
Fig. 1 is a schematic structural view of a regularized template support structure according to an embodiment of the present invention, which is applied to a limited space of an adjacent building.
FIG. 2 is a schematic diagram of a first step in the implementation of one embodiment of the present invention.
FIG. 3 is a schematic diagram of a second step and a second step in the process of practicing one embodiment of the present invention.
FIG. 4 is a diagram illustrating a fourth step in the process of implementing one embodiment of the present invention.
FIG. 5 is a schematic diagram of a fifth step in the implementation of one embodiment of the present invention.
Reference numerals: 1. pre-embedding a component; 101. embedding parts; 1011. a horizontal segment; 1012. an inclined section; 102. a connecting nut; 103. an outer link; 2. a support assembly; 201. a support frame body; 2011. back corrugation of the template; 2012. a back ridge fastener; 2013. assembling the components; 2014. connecting blocks; 3. a template assembly; 4. a threaded connection assembly; 401. fastening a nut; 5. pressing the beam; 6. a leveling assembly; 601. a first threaded adjustment seat; 602. a second threaded adjustment seat; 7. moving the roller; 8. a counterweight; 9. pouring a bottom plate; 10. a beam rib; 11. a beam plate.
Detailed Description
The terms of orientation of up, down, left, right, front, back, top, bottom, and the like, referred to or may be referred to in this specification, are defined relative to their configuration, and are relative concepts. Therefore, it may be changed according to different positions and different use states. Therefore, these and other directional terms should not be construed as limiting terms.
The implementations described in the exemplary embodiments below are not intended to represent all implementations consistent with the present disclosure. Rather, they are merely examples of implementations consistent with certain aspects of the present disclosure.
The terminology used in the present disclosure is for the purpose of describing particular embodiments only and is not intended to be limiting of the disclosure. As used in this disclosure, the singular forms "a", "an", and "the" are intended to include the plural forms as well, unless the context clearly indicates otherwise. It should also be understood that the term "and/or" as used herein refers to and encompasses any and all possible combinations of one or more of the associated listed items.
As shown in fig. 1 to 5, the present invention relates to a regularization formwork support structure applied to a limited space of an adjacent building, which includes an embedded member 1, a support component 2 and a formwork component 3, wherein the embedded member 1 is embedded and fixed on a casting bottom plate 9 of the building with a fixed inclination angle with a vertical direction, the embedded member 1 is detachably connected with the support component 2 through a threaded connection component 4, and the formwork component 3 is arranged on one side of the support component 2 close to the embedded member 1 to serve as a support of a structure to be cast on a side surface of the casting bottom plate 9 of the building.
The utility model discloses a stereotyped template supporting structure which can be applied to limited space of adjacent buildings, wherein an embedded component 1 is arranged on a pouring bottom plate 9 of a building, the embedded component 1 is connected with a supporting component 2 through a threaded connection component 4 in the construction process, so that the supporting component 2 is stably fixed, the embedded component 1 is embedded on the pouring bottom plate 9 at an inclination angle with the vertical direction, so that the embedded component can provide fixing constraint force in the horizontal direction and the vertical direction for the supporting component 2, after the supporting component 2 is fixed, a template component 3 arranged on the side part of the supporting component 2 is used as a support of a structure to be poured on the side surface of the pouring bottom plate 9, after the stereotyped template supporting structure is fixed, pouring operation of the side part structure of the pouring bottom plate 9 can be carried out, in the pouring process, a stable pulling force is provided for the supporting component 2 through an embedded component 101 to resist against the resisting pressure of pouring slurry in the horizontal direction and possibly in the vertical direction, avoid supporting component 2 to take place the displacement, guarantee the smooth formation of pouring structure from this, solved among the prior art in the problem of the difficult completion pouring operation in the finite space of adjacent building.
Further, the threaded connection assembly 4 may employ, but is not limited to, a screw or bolt-and-nut assembly.
Preferably, the embedded member 1 comprises an embedded part 101, a connecting nut 102 and an outer connecting rod 103, wherein the embedded part 101 is embedded and fixed on the casting bottom plate 9 of the building, the connecting nut 102 is used for connecting the embedded part 101 and the outer connecting rod 103, and the outer connecting rod 103 is used for connecting the supporting component 2.
Therefore, due to the structural arrangement, on one hand, the whole embedded component 1 can be in an assembled structure, and after the embedded part 101 is embedded, the outer connecting rod 103 is connected with the embedded part 101 through the connecting nut 102; on the other hand, through the adjustment and the assembly of the connecting nut 102, the outer connecting rods 103 with different lengths and thicknesses can be selected for flexible use according to actual conditions, and various connection adjustment is met.
Preferably, the embedded part 101 comprises a horizontal section 1011 and an inclined section 1012 connected with the horizontal section 1011, the inclined section 1012 and the outer connecting rod 103 are arranged in a collinear way, and an included angle alpha is formed between the inclined section 1012 of the embedded part 101 and the vertical direction, wherein alpha is more than or equal to 30 degrees and less than or equal to 60 degrees.
More preferably, α is chosen to be 45 °.
Through pre-burying the pre-buried component 1 with alpha's angle, improve the stability after supporting component 2 connects, the atress is preferred.
Preferably, the supporting assembly 2 includes a supporting frame body 201, a side portion of the supporting frame body 201 is provided with a template back ridge 2011 and a back ridge fastener 2012, wherein the template back ridge 2011 is fixed on the supporting frame body 201, and the template back ridge 2011 is connected with the template assembly 3 by the back ridge fastener 2012.
Further, the template back rib 2011 may be fixed to the support frame body 201 by a screw or a bolt assembly, or may be fixed to the support frame body 201 by riveting, welding, or the like.
The back ridge fastener 2012 can be a conventional building connecting fastener, and the structure thereof is not described herein.
Such structure setting is convenient for assemble template component 3 and support body 201, and during the actual use, with template component 3 and support body 201 equipment back, be connected embedded component 1 and support body 201 again, form stable bearing structure from this, provide stable basis for subsequent pouring operation.
Preferably, the support frame 201 is assembled by the assembling members 2013.
Specifically, in the present application, the assembling members 2013 are assembled by bolt and nut assemblies or riveting assemblies to form the triangular support frame 201.
Of course, the supporting frame body 201 may also be a rectangular structure, but when the rectangular structure is adopted, the supporting rods are required to be fixedly connected to the diagonal lines of the supporting frame body 201, so as to improve the overall stability of the supporting frame body 201.
Of course, in other possible embodiments, the support frame 201 may also be integrally formed with the support frame 201 by welding or gradually.
Preferably, a connecting block 2014 is arranged in the support frame body 201, the connecting block 2014 is perpendicular to the embedded member 1, and the embedded member 1 vertically penetrates through the connecting block 2014 and is connected through a threaded connection assembly 4.
Through the arrangement, the connection between the embedded component 1 and the connecting block 2014 is stable and reliable.
In this application, threaded connection subassembly 4 includes fastening nut 401, still is provided with pressure roof beam 5 between connecting block 2014 and fastening nut 401, and the joint strength of structure can further be improved to such structural arrangement.
Preferably, the supporting assembly 2 further comprises a leveling assembly 6, and the leveling assembly 6 is connected with the supporting frame 201 and is used for leveling the supporting frame 201 and supporting the supporting frame 201.
Through leveling subassembly 6's setting, can improve the installation smoothness of supporting support body 201 on the one hand, on the other hand for the horizontal accuracy after the equipment of supporting support body 201 can improve.
Preferably, the leveling assembly 6 includes at least one first threaded adjusting seat 601 and at least one second threaded adjusting seat 602, wherein the first threaded adjusting seat 601 is disposed on one side of the supporting frame body 201 close to the formwork assembly 3, and the second threaded adjusting seat 602 is disposed on one side of the supporting frame body 201 far away from the formwork assembly 3.
Adjust seat 601 and second screw thread through the first screw thread that sets up in groups and adjust seat 602, improve the flexibility and the convenience that support frame body 201 adjusted.
Specifically, the first thread adjusting seat 601 and the second thread adjusting seat 602 both include a threaded rod (not labeled in the figure) in threaded connection with the support frame body 201 and a support pad (not labeled in the figure) fixedly connected to the bottom of the threaded rod, and the support height of the support frame body 201 is adjusted by the relative rotation of the threaded rod and the support frame body 201.
Preferably, the supporting assembly 2 further includes a moving roller 7, and the moving roller 7 is rotatably connected to the supporting frame 201 and disposed below the supporting frame 201.
The arrangement of the movable roller 7 is convenient for the support component 2 and the template component 3 to be transferred before and after pouring, during actual pouring construction, the support frame body 201 is supported by the leveling component 6, and the movable roller 7 is lifted off the ground; after the casting is completed, the movable roller 7 is landed so that it can be transferred while carrying the support frame 201.
Preferably, the support assembly 2 further comprises a weight member 8, and the weight member 8 is disposed on the support frame body 201.
The setting of counterweight 8 makes support frame body 201 can be more stable at the pouring in-process, further avoids supporting frame body 201 and takes place the possibility of displacement at the pouring in-process, further guarantees going on smoothly of pouring process.
The implementation process and the principle of the utility model are as follows:
referring to fig. 2 to 5, in a first step, a pouring bottom plate 9 of a building is poured, and the embedded member 1 is embedded in the pouring bottom plate 9;
secondly, assembling and connecting the support component 2 and the template component 3 to form a complete stereotyped template support structure;
thirdly, casting to form a lateral casting structure;
fourthly, detaching the supporting component 2 and the template component 3 in the stereotyped template supporting structure, embedding the beam rib 10 on the basis of the pouring structure obtained in the previous step, and pouring to form a structural beam plate 11 after fixing the embedded component 1 and the embedded beam rib 10 according to the first step;
and fifthly, circulating the actions of the second step and the third step on the formed structural beam plate 11.
Thereby, a cast structure can be formed in a limited space of adjacent buildings.
Compared with the prior art, the stereotyped template supporting structure can be applied to limited and small spaces of adjacent buildings to complete pouring operation, the overall supporting structure is stable and reliable through the arrangement of the inclined embedded parts 101 in the supporting structure, and the supporting assembly 2 is arranged to be a splicing structure, so that the assembling and transferring are facilitated.
The stereotyped template supporting structure has the characteristics of strong applicability, simplicity and convenience in use and easiness in popularization.
The above-mentioned embodiments only express several embodiments of the present invention, and the description thereof is more specific and detailed, but not construed as limiting the scope of the utility model. It should be noted that, for a person skilled in the art, several variations and modifications can be made without departing from the inventive concept, which falls within the scope of the present invention.

Claims (10)

1. The utility model provides a what apply to in adjacent building finite space regularization template bearing structure which characterized in that: including pre-buried component, supporting component and template component, wherein, pre-buried component becomes on the pre-buried pouring bottom plate that is fixed in the building of a fixed inclination with vertical direction, on the pre-buried component with supporting component passes through threaded connection subassembly detachably and connects, template component set up in supporting component leans on one side of pre-buried component to treat the support of pouring structure as the pouring bottom plate side of building.
2. The modular formwork support structure of claim 1, wherein: the embedded member comprises an embedded part, a connecting nut and an outer connecting rod, wherein the embedded part is embedded and fixed on a pouring bottom plate of a building, the connecting nut is used for connecting the embedded part with the outer connecting rod, and the outer connecting rod is used for connecting with the supporting component.
3. The stylized formwork support structure of claim 2, wherein: the embedded part comprises a horizontal section and an inclined section connected with the horizontal section, the inclined section and the outer connecting rod are arranged in a collinear manner, an included angle alpha is formed between the inclined section of the embedded part and the vertical direction, and alpha is more than or equal to 30 degrees and less than or equal to 60 degrees.
4. The modular formwork support structure of any one of claims 1-3, wherein: the supporting component is including supporting the support body, the lateral part of supporting the support body is provided with the stupefied and the stupefied fastener of the back of the body of template, wherein, the template is stupefied to be fixed in on the back of the body of supporting the support body, the stupefied fastener of the back of the body will the template back of the body stupefied with the template component is connected.
5. The stylized formwork support structure of claim 4, wherein: the support frame body is formed by assembling assembly components.
6. The modular formwork support structure of claim 4, wherein: the support frame is internally provided with a connecting block, the connecting block and the embedded component are vertically arranged, and the embedded component vertically penetrates through the connecting block and passes through the threaded connection assembly for connection.
7. The modular formwork support structure of claim 4, wherein: the supporting component further comprises a leveling component, and the leveling component is connected with the supporting frame body and used for leveling and supporting the supporting frame body.
8. The modular formwork support structure of claim 7, wherein: the leveling subassembly includes that an at least first screw thread adjusts the seat and an at least second screw thread adjusts the seat, wherein, first screw thread adjusts the seat and sets up support the support body and lean on one side of template subassembly, the seat setting is adjusted to the second screw thread supports the support body and keeps away from one side of template subassembly.
9. The modular formwork support structure of claim 4, wherein: the supporting component further comprises a movable roller, and the movable roller is rotatably connected with the supporting frame body and arranged below the supporting frame body.
10. The stylized formwork support structure of claim 4, wherein: the support assembly further comprises a weight piece, and the weight piece is arranged on the support frame body.
CN202220147136.5U 2022-01-19 2022-01-19 Shaped formwork supporting structure applied to limited space of adjacent buildings Active CN216713818U (en)

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CN202220147136.5U CN216713818U (en) 2022-01-19 2022-01-19 Shaped formwork supporting structure applied to limited space of adjacent buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202220147136.5U CN216713818U (en) 2022-01-19 2022-01-19 Shaped formwork supporting structure applied to limited space of adjacent buildings

Publications (1)

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CN216713818U true CN216713818U (en) 2022-06-10

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