CN217461215U - Reinforced concrete parapet unilateral template props up and establishes structure on steel construction floor carrier plate - Google Patents
Reinforced concrete parapet unilateral template props up and establishes structure on steel construction floor carrier plate Download PDFInfo
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- CN217461215U CN217461215U CN202220140604.6U CN202220140604U CN217461215U CN 217461215 U CN217461215 U CN 217461215U CN 202220140604 U CN202220140604 U CN 202220140604U CN 217461215 U CN217461215 U CN 217461215U
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- steel
- reinforced concrete
- parapet
- bearing plate
- floor bearing
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 109
- 239000010959 steel Substances 0.000 title claims abstract description 109
- 238000010276 construction Methods 0.000 title claims abstract description 51
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 16
- 239000012634 fragment Substances 0.000 claims abstract description 10
- 239000002023 wood Substances 0.000 claims description 10
- 238000009415 formwork Methods 0.000 claims description 8
- 238000003466 welding Methods 0.000 claims description 8
- 239000000463 material Substances 0.000 abstract description 6
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 3
- 239000004567 concrete Substances 0.000 description 3
- ZBMRKNMTMPPMMK-UHFFFAOYSA-N 2-amino-4-[hydroxy(methyl)phosphoryl]butanoic acid;azane Chemical compound [NH4+].CP(O)(=O)CCC(N)C([O-])=O ZBMRKNMTMPPMMK-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model discloses a reinforced concrete parapet unilateral template props up establishes structure on steel construction building carrier plate, including the steel construction girder steel, be fixed with the steel sheet on the steel construction girder steel, the steel sheet includes diaphragm and riser, and some of diaphragm are fixed on the steel construction girder steel, and the setting of encorbelmenting of another part, the riser is located the top of the one end of encorbelmenting, and diaphragm and steel construction girder steel upper berth are equipped with the building carrier plate, and the top of building carrier plate is provided with the plank sheathing, flitch secondary joist, two steel pipe fossil fragments, and it is regional to form the parapet between plank sheathing and the riser, the plank sheathing, flitch secondary joist, wear to be equipped with the split bolt between the two steel pipe fossil fragments. The L-shaped steel plate that encorbelments is fixed on steel structure girder steel, and the steel sheet is as die block and side form, then only need lay the template in inboard one side and can accomplish the template and prop up and establish, need not set up external scaffolding, saves a large amount of manpower and materials, has improved the efficiency of construction.
Description
Technical Field
The utility model belongs to steel construction parapet construction field, in particular to reinforced concrete parapet unilateral template props up establishes structure on steel construction building carrier plate.
Background
The parapet wall is a short wall around the roof of a building, and has the main functions of maintaining safety, and applying waterproof pressed bricks at the bottom to prevent water seepage of a waterproof layer or overflow of roof rainwater. According to the building technical regulation, the parapet is regarded as the function of the railing, if the building is above 10 stories and the height is not less than 1.2m, and in order to avoid the buster from being intentionally heightened, the height is also regulated to be not more than 1.5m at most.
To the structural reinforced concrete parapet of building carrier plate in the steel construction building, current parapet template is established and is applicable to frame construction or the shear wall structure of setting up outer scaffold when being under construction, can carry out the template simultaneously in parapet inside and outside both sides when parapet template is established, the fixed of primary and secondary fossil fragments, however, in the construction of multilayer steel construction, often need not set up outer scaffold, only be used for parapet construction to set up outer scaffold and need consume great manpower and materials.
SUMMERY OF THE UTILITY MODEL
The utility model provides a reinforced concrete parapet unilateral template props up structure on steel construction building carrier plate for solve current parapet template and prop up and set up the frame construction or the shear wall structure that set up outer scaffold frame when being applicable to the construction, can carry out the template simultaneously in parapet inside and outside both sides when parapet template is propped up, the fixed of primary and secondary fossil fragments, however, in the construction of multilayer steel construction, often need not set up outer scaffold frame, only be used for parapet construction to set up the technical problem that outer scaffold frame need consume great manpower and materials.
In order to achieve the above purpose, the utility model adopts the following technical scheme: the utility model provides a reinforced concrete parapet unilateral template props up and establishes structure on steel construction building carrier plate, includes the steel construction girder steel, be fixed with the steel sheet on the steel construction girder steel, the steel sheet includes diaphragm and riser, some of diaphragm is fixed on the steel construction girder steel, and the setting of encorbelmenting of another part, the riser is located the top of the one end of encorbelmenting, diaphragm and steel construction girder steel upper berth are equipped with the building carrier plate, and the top of building carrier plate is provided with plank sheathing, flitch secondary joist, two steel pipe fossil fragments, forms the parapet region between plank sheathing and the riser, wears to be equipped with between riser, plank sheathing, flitch secondary joist, the two steel pipe fossil fragments to the stay bolt.
Through adopting above-mentioned technical scheme, fixed L shaped steel board of encorbelmenting on the steel construction girder steel, the steel sheet is as die block and side form, then only need lay the template in inboard one side and can accomplish the template and prop up and establish, need not set up external scaffolding, saves a large amount of manpower and materials, has improved the efficiency of construction.
Preferably, the transverse plate is connected to the steel beam of the steel structure in a welding mode.
By adopting the technical scheme, the construction is convenient, and the connection strength is high.
Preferably, the transverse plate and the floor support plate are welded at an interval of 275mm, and the length of each welding position is 25 mm.
Through adopting above-mentioned technical scheme, the joint strength of steel sheet and floor carrier plate is good.
Preferably, the flitch secondary keel is 50mm x 100mm and is vertically arranged with a horizontal spacing of 200 mm.
Through adopting above-mentioned technical scheme, the secondary joist size is reasonable, and arrangement structure stability is high.
Preferably, the thickness of the wood template is 15 mm.
Through adopting above-mentioned technical scheme, satisfy and pour the support.
Preferably, the length of the transverse plate is 200 mm.
Through adopting above-mentioned technical scheme, can guarantee the width of parapet and guarantee with the joint strength of steel construction crossbeam.
Preferably, the diameter of the double steel pipe main keel is 48 mm.
By adopting the technical scheme, the integral connection effect is good,
Preferably, the double-steel-pipe main keel is provided with an upper row and a lower row on the batten secondary keel.
Through adopting above-mentioned technical scheme, joint strength is high.
The beneficial effects of the utility model are embodied in: the L-shaped steel plate that encorbelments is fixed on steel structure girder steel, and the steel sheet is as die block and side form, then only need lay the template in inboard one side and can accomplish the template and prop up and establish, need not set up external scaffolding, saves a large amount of manpower and materials, has improved the efficiency of construction.
Additional features and advantages of the invention will be set forth in the description which follows, and in part will be obvious from the description, or may be learned by practice of the invention; the primary objects and other advantages of the invention may be realized and attained by the structure particularly pointed out in the written description.
Drawings
Fig. 1 is a schematic view of the overall structure of the embodiment of the present invention.
Reference numerals: 1. a steel structural beam; 2. a steel plate; 21. a horizontal plate, 22 and a vertical plate; 3. a floor deck; 4. a wood template; 5. a batten secondary keel; 6. double steel tube keel; 7. a parapet area; 8. and (4) oppositely pulling the bolts.
Detailed Description
The technical solutions of the present invention are described in detail below by way of examples, which are only exemplary and can be used only for explaining and explaining the technical solutions of the present invention, but not for explaining the limitations of the technical solutions of the present invention.
If fig. 1, a reinforced concrete parapet unilateral template erects structure on steel construction building carrier plate, including steel construction girder steel 1, be fixed with steel sheet 2 on the steel construction girder steel 1, steel sheet 2 includes diaphragm 21 and riser 22, a part of diaphragm 21 is fixed on steel construction girder steel 1, the setting of encorbelmenting of another part, riser 22 is located the top of the one end of encorbelmenting, diaphragm 21 and 1 upper berth of steel construction girder steel are equipped with building carrier plate 3, building carrier plate 3's top is provided with plank sheathing 4, flitch secondary joist 5, two steel pipe fossil fragments 6, form the regional 7 of parapet between plank sheathing 4 and the riser 22, plank sheathing 4, flitch secondary joist 5, wear to be equipped with split bolt 8 between two steel pipe fossil fragments 6.
The L-shaped steel plate 2 that an overhang is fixed on steel structure girder steel 1, and steel plate 2 is as die block and side form, then only need lay the template in inboard one side and can accomplish the template and prop up and establish, need not set up external scaffolding, saves a large amount of manpower and materials, has improved the efficiency of construction.
Wooden square secondary joist 5 is 50mm 100mm and vertical layout, and horizontal interval 200mm, secondary joist size is reasonable, and arrangement structure stability is high. The thickness of the wood formwork 4 is 15mm, and the requirement for pouring support is met.
The length of diaphragm 21 is 200mm, can guarantee the width of parapet and guarantee with the joint strength of steel construction crossbeam. The diameter of two steel pipe main joist is 48mm, and whole connection is effectual, two rows about two steel pipe main joist are provided with on flitch secondary joist 5, and joint strength is high.
The concrete construction process comprises the following steps of processing a thin steel plate template → welding the thin steel plate template with steel beams for supporting a floor support plate → laying the steel structure floor support plate → binding reinforcing steel bars of the parapet wall → erecting the wood template on the inner side of the parapet wall → installing main and auxiliary keels outside the wood template on the inner side of the parapet wall → installing split bolts → pouring concrete of the parapet wall.
(1) Processing a thin steel plate template, wherein the section of the thin steel plate template is L-shaped, the height of a vertical face is determined according to the height of the parapet wall, and the length of a plane is 200 mm;
(2) welding the thin steel plate template with the steel beam for supporting the floor bearing plate, wherein the length of each fillet weld section is 25mm, and the center distance of each weld section is 275mm
(3) Laying the steel structure floor bearing plate, namely laying the steel structure floor bearing plate according to construction drawings;
(4) binding the parapet reinforcing steel bars, namely finishing binding the parapet reinforcing steel bars according to the construction drawing;
(5) supporting a wood template on the inner side of the parapet wall, and mounting a wood template with the thickness of 15 mm;
(6) installing main and secondary keels outside the wood templates on the inner side of the parapet wall, firstly, vertically arranging 50 mm-100 mm battens, fixing the battens at a horizontal interval of 200mm, and then, firmly fixing the phi 48 double-steel-pipe main keel by using phi 16 split bolts;
(7) pouring parapet concrete according to the drawing to complete parapet construction.
The above description is only for the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any changes or substitutions that can be considered by those skilled in the art within the technical scope of the present invention should be covered by the protection scope of the present invention.
Claims (8)
1. The utility model provides a reinforced concrete parapet unilateral template props up establishes structure on steel construction floor carrier plate which characterized in that: including steel construction girder steel (1), be fixed with steel sheet (2) on steel construction girder steel (1), steel sheet (2) are including diaphragm (21) and riser (22), some of diaphragm (21) are fixed on steel construction girder steel (1), and another part is encorbelmented and is set up, riser (22) are located the top of the one end of encorbelmenting, diaphragm (21) and steel construction girder steel (1) upper berth are equipped with floor bearing plate (3), and the top of floor bearing plate (3) is provided with plank sheathing (4), flitch secondary joist (5), two steel pipe fossil fragments (6), forms parapet region (7) between plank sheathing (4) and riser (22), wears to be equipped with between riser (22), plank sheathing (4), flitch secondary joist (5), two steel pipe fossil fragments (6) to draw bolt (8).
2. The supporting structure of the single-side formwork of the reinforced concrete parapet on the steel structure floor bearing plate according to claim 1, characterized in that: the transverse plate (21) is connected to the steel structure beam (1) in a welding mode.
3. The single-side formwork erecting structure for the reinforced concrete parapet on the steel structure floor bearing plate, as claimed in claim 2, is characterized in that: the transverse plate (21) and the floor bearing plate (3) are welded at intervals of 275mm, and the welding length of each position is 25 mm.
4. The supporting structure of the single-side formwork of the reinforced concrete parapet on the steel structure floor bearing plate according to claim 3, characterized in that: the wood square secondary keel (5) is 50mm x 100mm and is vertically arranged, and the horizontal distance is 200 mm.
5. The supporting structure of the single-side formwork of the reinforced concrete parapet on the steel structure floor bearing plate according to claim 4, characterized in that: the thickness of the wood template (4) is 15 mm.
6. The supporting structure of the single-side formwork of the reinforced concrete parapet on the steel structure floor bearing plate according to claim 5, characterized in that: the length of the transverse plate (21) is 200 mm.
7. The supporting structure of the single-side formwork of the reinforced concrete parapet on the steel structure floor bearing plate according to claim 6, characterized in that: the diameter of two steel pipe main joist is 48 mm.
8. The supporting structure of the single-side formwork of the reinforced concrete parapet on the steel structure floor bearing plate according to claim 7, characterized in that: the double-steel-pipe main keel is provided with an upper row and a lower row on the batten secondary keel (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220140604.6U CN217461215U (en) | 2022-01-19 | 2022-01-19 | Reinforced concrete parapet unilateral template props up and establishes structure on steel construction floor carrier plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220140604.6U CN217461215U (en) | 2022-01-19 | 2022-01-19 | Reinforced concrete parapet unilateral template props up and establishes structure on steel construction floor carrier plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217461215U true CN217461215U (en) | 2022-09-20 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220140604.6U Active CN217461215U (en) | 2022-01-19 | 2022-01-19 | Reinforced concrete parapet unilateral template props up and establishes structure on steel construction floor carrier plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217461215U (en) |
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2022
- 2022-01-19 CN CN202220140604.6U patent/CN217461215U/en active Active
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