CN220036128U - A anti-bank template reinforcement for building templates - Google Patents
A anti-bank template reinforcement for building templates Download PDFInfo
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- CN220036128U CN220036128U CN202320812308.0U CN202320812308U CN220036128U CN 220036128 U CN220036128 U CN 220036128U CN 202320812308 U CN202320812308 U CN 202320812308U CN 220036128 U CN220036128 U CN 220036128U
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 42
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 82
- 238000009415 formwork Methods 0.000 claims abstract description 37
- 238000005452 bending Methods 0.000 claims abstract description 4
- 238000009434 installation Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
The utility model discloses a reverse-sill formwork reinforcement for a building formwork, which comprises a vertical reinforcing plate and two horizontal plate seam oppositely-pulled connecting pieces, wherein each horizontal plate seam oppositely-pulled connecting piece is respectively arranged at two sides of the vertical reinforcing plate, the vertical reinforcing plate comprises a reinforcing plate, the side surface of the reinforcing plate is L-shaped, a first L-shaped reinforcing side plate and a second L-shaped reinforcing side plate are respectively arranged at two sides of the reinforcing plate, and the bending parts of the first L-shaped reinforcing side plate and the second L-shaped reinforcing side plate are respectively connected with one end of each horizontal plate seam oppositely-pulled connecting piece. According to the utility model, the vertical reinforcing plate and the two horizontal plate seam opposite-pull connecting pieces are arranged, and the reverse-ridge template reinforcing piece is used, so that opposite-ridge template opposite-pull reinforcing is simultaneously carried out, and the horizontal direction connection reinforcing at the joint of the single-side template and the multi-point reinforcing of the vertical joint are carried out, so that the template expansion is prevented, and the reverse-ridge forming quality is improved.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a reverse bank template reinforcement for a building template.
Background
At present, most projects adopt wood forms, composite supporting forms or metal forms to carry out the mode of secondary formwork to finish the inverted ridge structure of design requirements, concrete inverted ridge is generally in order to meet the use function requirements of buildings, meet the hole or edge part is in order to prevent rainwater from leaking into or the upper portion sets up a treatment that the lid does, inverted ridge is around the hole and is made a concrete member that has certain thickness, a certain height and is integrated with surrounding concrete slabs, the kitchen, bathroom, shower room and floor or floor plate body that has waterproof requirements need to set up inverted ridge concrete, current concrete inverted ridge forms are directly poured after setting up the template, the template generally adopts the fastener of door font, the top of template is fixed, chinese patent CN115573557a discloses a concrete inverted ridge hanging formwork reinforcing structure and construction method, this reinforcing structure includes supporting templates, the locating bracket, reinforcing component, the supporting templates includes two vertical setting up support plates that are used for making inverted ridge shaping and setting up in supporting templates, the locating bracket sets up in the supporting templates, the locating bracket is close to the locating bracket is located in the supporting templates and is used for fixing the two support posts and is connected with the locating bracket in the supporting templates, the locating bracket is used for fixing the two support posts in the supporting brackets. The utility model ensures that the support plate is more stable, the support plate can bear the impact of concrete when concrete is poured into the support template, simultaneously the possibility that the support template expands the mould due to the expansion of the concrete during solidification can be reduced, and meanwhile, the position of the reverse ridge can be accurately positioned through the positioning bracket, thereby realizing the positioning accuracy of the hanging mould, and simultaneously, the support template is connected with the wall column, and the stability of the support template can be increased.
However, the reinforcement of the reverse sill template is better in opposite pulling reinforcement effect on the templates on two sides of the reverse sill at present, but no reinforcement measure or poor reinforcement is provided for the template seam, and the template seam is easy to cause the problem of mold expansion, so that the template is expected to be reinforced by one member, the transverse reinforcement of the template seam and the vertical reinforcement of the template seam are simultaneously satisfied, the reinforcement integrity can be ensured, the materials can be saved, and the material consumption is prevented from being increased due to the horizontal and vertical reinforcement respectively.
Disclosure of Invention
According to the utility model, the vertical reinforcing plate and the two horizontal slab joint opposite-pull connecting pieces are arranged, so that the opposite-sill formwork reinforcing piece is used, meanwhile, the opposite-sill two-side formwork opposite-pull reinforcing is carried out, the horizontal direction connection reinforcing at the joint of the single-side formwork and the multi-point reinforcing of the vertical joint are carried out, the problem that the joint of the formwork is easy to expand due to no reinforcing measure or poor reinforcing in the prior art is solved, and further the beneficial effects of preventing the formwork from expanding and improving the anti-candling molding quality are realized.
In order to achieve the technical aim, the utility model provides a reverse sill formwork reinforcement for a building formwork, which comprises a vertical reinforcing plate and two horizontal plate seam opposite-pull connecting pieces, wherein the two horizontal plate seam opposite-pull connecting pieces are respectively arranged at two sides of the vertical reinforcing plate;
the vertical reinforcing plate comprises a reinforcing plate, the side face of the reinforcing plate is L-shaped, a first L-shaped reinforcing side plate and a second L-shaped reinforcing side plate are respectively arranged on the two sides of the reinforcing plate, the edge parts of the first L-shaped reinforcing side plate and the second L-shaped reinforcing side plate are respectively connected with the edge parts on the two sides of the reinforcing plate, and the bending parts of the first L-shaped reinforcing side plate and the second L-shaped reinforcing side plate are respectively connected with one end of the corresponding horizontal plate seam opposite-pull connecting piece.
Further, the reinforcing plate comprises a horizontal pair of pull plates and a vertical plate seam baffle, and one end of the horizontal pair of pull plates is vertically connected with the upper end of the vertical plate seam baffle.
Further, the other end of the horizontal opposite-pull plate is provided with opposite-pull connecting holes of the two side plates.
Further, two vertical plate seam limiting strips are arranged at the lower end of the inner side of the vertical plate seam baffle.
Further, each horizontal plate seam opposite-pulling connecting piece is L-shaped, and a plate seam opposite-pulling hole is formed in one end, far away from the vertical reinforcing plate, of the bottom surface of the L-shaped connecting piece.
Further, a first notch is formed in the transverse end portion of the first L-shaped reinforcing side plate.
Further, a second notch is formed in the vertical end portion of the second L-shaped reinforcing side plate.
The utility model has the beneficial effects that: through setting up vertical reinforcing plate and two horizontal slab joint to drawing the connecting piece, use a reverse bank template reinforcement, carry out reverse bank both sides template simultaneously and to draw the reinforcement, unilateral template piece department horizontal direction is connected the multi-point reinforcement of reinforcement and piece vertical reinforcement to make prevent that the template from rising the mould, and then reach and improve reverse candelas shaping quality.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings that are needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present utility model, and other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1 is a first angular view of a back sill formwork reinforcement for a building formwork in accordance with an embodiment of the present utility model;
FIG. 2 is a second angular view of a back sill formwork reinforcement for a building formwork in accordance with an embodiment of the present utility model;
FIG. 3 is a schematic view of a back sill form installation in a back sill form reinforcement for a building form in accordance with an embodiment of the present utility model;
fig. 4 is a first angular view of a back sill formwork reinforcement installation in a back sill formwork reinforcement for a building formwork in accordance with an embodiment of the present utility model;
FIG. 5 is a second angular view of a back sill formwork reinforcement installation in a back sill formwork reinforcement for a building formwork in accordance with an embodiment of the present utility model;
in the figure: 1-a vertical reinforcing plate; 101-reinforcing plates; 102-a first L-shaped reinforcing side plate; 103-a second L-shaped reinforcing side panel; 104-horizontal counter pulling plates; 105-vertical plate seam baffle; 106-two side plates are opposite to each other to form a connecting hole; 107-vertical plate seam limiting strips; 2-a horizontal plate seam split connecting piece; 201, plate seam opposite pulling holes; 3-reverse bank; 301-a reverse bank template; 302-pin sheets; 4-reverse bank template reinforcement.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which are derived by a person skilled in the art based on the embodiments of the utility model, fall within the scope of protection of the utility model.
As shown in fig. 1, a reverse sill formwork reinforcement for a building formwork according to an embodiment of the present utility model includes:
the vertical reinforcing plate 1 and two horizontal plate seam opposite-pull connecting pieces 2 are respectively arranged at two sides of the vertical reinforcing plate 1;
the vertical reinforcing plate 1 comprises a reinforcing plate 101, the side surface of the reinforcing plate 101 is L-shaped, a first L-shaped reinforcing side plate 102 and a second L-shaped reinforcing side plate 103 are respectively arranged on two sides of the reinforcing plate 101, the edges of the first L-shaped reinforcing side plate 102 and the second L-shaped reinforcing side plate 103 are respectively connected with the edges of two sides of the reinforcing plate 101, and the bending parts of the first L-shaped reinforcing side plate 102 and the second L-shaped reinforcing side plate 103 are respectively connected with one end of a corresponding horizontal plate seam opposite-pull connecting piece 2.
Specifically, the reinforcing plate 101 includes a horizontal pair of pull plates 104 and a vertical slit baffle 105, and one end of the horizontal pair of pull plates 104 is vertically connected to the upper end of the vertical slit baffle 105.
Specifically, the other end of the horizontal split plate 104 is provided with two side plate split connecting holes 106.
Specifically, two vertical seam limiting bars 107 are disposed at the inner lower end of the vertical seam baffle 105.
Specifically, each of the horizontal panel seam split connectors 2 is in an "L-shape", and a panel seam split hole 201 is provided at an end of the bottom surface of the L-shape away from the vertical reinforcement panel 1.
Specifically, the lateral end of the first L-shaped reinforcing side plate 102 is provided with a first notch.
Specifically, the vertical end of the second L-shaped reinforcing side plate 103 is provided with a second notch.
In order to facilitate understanding of the above technical solutions of the present utility model, the following describes the above technical solutions of the present utility model in detail by a specific usage manner.
As shown in fig. 3 to 5, in specific use, the working principle of the reverse sill formwork reinforcement for a building formwork according to the present utility model is as follows:
when the back sill templates are installed, the plate seams of the back sill templates 301 at the two sides of the back sill 3 are arranged in a staggered manner, the L-shaped inner side of the vertical reinforcing plate 1 of the back sill template reinforcement 4 is placed at the plate seam of the two back sill templates 301 at one side of the back sill 3, wherein the two vertical plate seam limiting strips 107 of the vertical plate seam baffle 105 are respectively clamped on the two adjacent back sill templates 301, the horizontal opposite pulling plates 104 are placed at the back sill 3 and the upper parts of the back sill templates 301 at the two sides of the back sill 3, the opposite pulling connecting holes 106 of the two side plates are aligned with the bolt holes on the frames of the back sill templates 301 at the opposite sides of the plate seam, the pin piece 302 fixedly connects the horizontal opposite pulling plate 104 with the opposite ridge templates 301 on the opposite sides of the slab joint through the opposite pulling connecting holes 106 and the bolt holes of the two side plates, so that opposite pulling reinforcement of the templates on the two sides of the opposite ridge is realized, at the moment, the two opposite ridge templates 301 on the two sides of the slab joint are adjusted, the slab joint opposite pulling holes 201 on the two horizontal slab joint opposite pulling connecting pieces 2 are respectively aligned with the bolt holes on the frames of the two opposite ridge templates 301 while the two opposite ridge templates 301 are attached, and the pin piece 302 is respectively fixedly connected with the two opposite ridge templates 301 through the two slab joint opposite pulling holes 201, so that horizontal connection reinforcement and vertical joint reinforcement at the joint of the single side template are realized.
In summary, by means of the technical scheme, the vertical reinforcing plate and the two horizontal plate seam opposite-pull connecting pieces are arranged, the reverse ridge template reinforcing piece is used, the opposite-ridge template opposite-pull reinforcing is carried out at the same time, the horizontal direction connection reinforcing at the single-side template seam and the multi-point reinforcing at the seam are carried out, the template expansion is prevented, and the reverse ridge forming quality is improved.
The foregoing description of the preferred embodiments of the utility model is not intended to be limiting, but rather is intended to cover all modifications, equivalents, alternatives, and improvements that fall within the spirit and scope of the utility model.
Claims (7)
1. The reverse sill formwork reinforcement for the building formwork is characterized by comprising a vertical reinforcing plate (1) and two horizontal plate seam opposite-pull connecting pieces (2), wherein the two horizontal plate seam opposite-pull connecting pieces (2) are respectively arranged on two sides of the vertical reinforcing plate (1);
the vertical reinforcing plate (1) comprises an L-shaped reinforcing plate (101), a first L-shaped reinforcing side plate (102) and a second L-shaped reinforcing side plate (103) are respectively arranged on two sides of the reinforcing plate (101), edges of the first L-shaped reinforcing side plate (102) and the second L-shaped reinforcing side plate (103) are respectively connected with edges on two sides of the reinforcing plate (101), and bending parts of the first L-shaped reinforcing side plate (102) and the second L-shaped reinforcing side plate (103) are respectively connected with one ends of corresponding horizontal plate seam opposite-pull connectors (2).
2. The reverse-sill formwork reinforcement for a building formwork as claimed in claim 1, wherein the reinforcement plate (101) includes a horizontal pair of pull plates (104) and a vertical slit baffle (105), one end of the horizontal pair of pull plates (104) being vertically connected with an upper end of the vertical slit baffle (105).
3. The reverse sill formwork reinforcement for a building formwork as claimed in claim 2, wherein the other end of the horizontal counter-pulling plate (104) is provided with two side plate counter-pulling connection holes (106).
4. The reverse sill formwork reinforcement for a building formwork as claimed in claim 2, wherein an inside lower end of the vertical slit baffle (105) is provided with two vertical slit stopper bars (107).
5. The reverse sill formwork reinforcement for a building formwork according to claim 1, characterized in that each of the horizontal panel seam counter pull connectors (2) is "L-shaped", the bottom surface of the L-shape being provided with a panel seam counter pull hole (201) at the end remote from the vertical reinforcement panel (1).
6. The inverted sill reinforcement for a building form of claim 1 wherein the lateral ends of the first L-shaped reinforcing side panel (102) are provided with a first notch.
7. The reverse-sill formwork reinforcement for a building formwork as claimed in claim 1, wherein a vertical end of the second L-shaped reinforcing side plate (103) is provided with a second notch.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320812308.0U CN220036128U (en) | 2023-04-13 | 2023-04-13 | A anti-bank template reinforcement for building templates |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320812308.0U CN220036128U (en) | 2023-04-13 | 2023-04-13 | A anti-bank template reinforcement for building templates |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220036128U true CN220036128U (en) | 2023-11-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320812308.0U Active CN220036128U (en) | 2023-04-13 | 2023-04-13 | A anti-bank template reinforcement for building templates |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220036128U (en) |
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2023
- 2023-04-13 CN CN202320812308.0U patent/CN220036128U/en active Active
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