CN211172626U - Strengthening and supporting device in profiled steel sheet and concrete combined floor slab - Google Patents
Strengthening and supporting device in profiled steel sheet and concrete combined floor slab Download PDFInfo
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- CN211172626U CN211172626U CN201921987533.8U CN201921987533U CN211172626U CN 211172626 U CN211172626 U CN 211172626U CN 201921987533 U CN201921987533 U CN 201921987533U CN 211172626 U CN211172626 U CN 211172626U
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Abstract
The utility model provides a consolidate strutting arrangement in profiled sheet and concrete composite floor, including profiled sheet, reinforcement, anchor end pressure beam and the end pressure beam of encorbelmenting, profiled sheet has the plate rib, and the plate rib has interconnect's anchor position plate rib and the position plate rib of encorbelmenting, and the reinforcement includes interconnect's anchor position reinforcement and the position reinforcement of encorbelmenting, and anchor position reinforcement sets up on anchor position plate rib, and the position reinforcement of encorbelmenting sets up on the position plate rib of encorbelmenting, and anchor end pressure beam sets up on the tip of the position reinforcement of encorbelmenting of keeping away from of anchor position reinforcement, and the end pressure beam of encorbelmenting sets up on the tip of the position reinforcement of encorbelmenting of keeping away from anchor position. The utility model discloses can guarantee profiled sheet and concrete composite floor construction safety and construction quality, and self uses same assurance safety, neither influences pleasing to the eye and does benefit to the construction finished product protection again, design benefit, and the structure is succinct, makes portably, and is with low costs, is suitable for extensive popularization and application.
Description
Technical Field
The utility model relates to a construction technical field, in particular to profiled sheet and concrete composite floor construction technical field specifically indicate a reinforced support device in profiled sheet and concrete composite floor.
Background
In the building construction process, the profiled steel sheet and concrete composite floor slab is widely applied in actual engineering due to the advantage of free formwork construction, and the corner part of the structural floor slab is often designed into an overhanging form for meeting the functional requirements during building structure design.
When the profiled steel sheet at the overhanging part and the concrete combined floor slab are constructed, the profiled steel sheet is required to be laid on the structural beam, the profiled steel sheet is provided with the profiled steel sheet at the anchoring part and the profiled steel sheet at the overhanging part which are connected with each other, the profiled steel sheet at the anchoring part is anchored on the structural beam, and the profiled steel sheet at the overhanging part extends out of the structural beam. Although the profiled steel sheet has a sheet rib having an anchor portion sheet rib and an overhanging portion sheet rib connected to each other, and belongs to the anchor portion profiled steel sheet and the overhanging portion profiled steel sheet, respectively, the profiled steel sheet has a certain bearing capacity, in order to ensure construction safety and construction quality of a composite floor slab, a triangular support is often welded below the overhanging portion profiled steel sheet by using section steel such as angle steel and the like, and the triangular support is welded with a structural beam as a support of the profiled steel sheet in actual construction.
Although the welding support below the profiled steel sheet at the overhanging part can ensure the construction safety and the construction quality, the peripheral profiled steel sheet is not laid when the welding support is used, so that the danger of overhead edge-facing operation is high; after the construction of the composite floor slab is finished, the support below the profiled steel sheet at the overhanging part needs to be dismantled, and the construction during dismantling the support also has certain danger. In addition, the steel plate is generally removed by gas cutting during removal, so that the structural beam, the profiled steel plate and the concrete combined floor slab are easily damaged during removal, the appearance is influenced, and the protection of a construction finished product is not facilitated.
Therefore, it is desirable to provide a profiled steel sheet and concrete composite floor reinforcing and supporting device, which can ensure the construction safety and the construction quality of the profiled steel sheet and concrete composite floor, ensure the safety by using the device, do not affect the appearance and are beneficial to the protection of the construction finished products.
SUMMERY OF THE UTILITY MODEL
In order to overcome the shortcoming among the above-mentioned prior art, an object of the utility model is to provide a consolidate strutting arrangement in profiled sheet and concrete composite floor, it can guarantee profiled sheet and concrete composite floor construction safety and construction quality, and self uses and guarantees safety equally, neither influences beautifully and does benefit to the protection of construction finished product again, is suitable for extensive popularization and application.
Another object of the utility model is to provide a consolidate strutting arrangement in profiled sheet and concrete composite floor, its design benefit, the structure is succinct, and it is simple and convenient to make, and is with low costs, is suitable for extensive popularization and application.
In order to achieve the above purpose, the inner reinforcing and supporting device of the profiled steel sheet and concrete combined floor slab comprises a profiled steel sheet, the profiled steel sheet has a sheet rib having an anchor portion sheet rib and an overhanging portion sheet rib connected to each other, it is characterized in that the reinforcing and supporting device in the profiled steel sheet and concrete combined floor slab further comprises a reinforcing member, an anchoring end pressing beam and an overhanging end pressing beam, the reinforcing member comprises an anchoring part reinforcing member and an overhanging part reinforcing member which are mutually connected, the anchoring part reinforcing member is arranged on the anchoring part plate rib, the cantilever part reinforcing member is arranged on the cantilever part plate rib, the anchoring end pressing beam is arranged on the end part of the anchoring part reinforcing member far away from the cantilever part reinforcing member, the cantilever end pressing beam is arranged on the end part of the cantilever part reinforcing member far away from the anchoring part reinforcing member.
Preferably, the figure of sheet rib is many, the figure of reinforcement with the figure of sheet rib the same, the reinforcement with the sheet rib one-to-one is connected, anchor end pressure beam sets up all the reinforcement anchor position reinforcement keep away from on the tip of the position reinforcement of encorbelmenting, the end pressure beam of encorbelmenting sets up all the reinforcement encorbelmenting the position reinforcement keep away from on the tip of anchor position reinforcement.
More preferably, the number of the plate ribs is 4.
Preferably, the length of the anchor portion reinforcement is 2 times the length of the cantilever portion reinforcement.
Preferably, the 100mm region of the end of the anchor portion reinforcing member remote from the overhang portion reinforcing member is fully welded with the anchor portion plate rib, and the other positions of the anchor portion reinforcing member are welded with the anchor portion plate rib at spaced 50mm welds.
Preferably, the cantilever part reinforcing member is far away from the 100mm area of the end part of the anchor part reinforcing member and the cantilever part plate rib are fully welded, and other positions of the cantilever part reinforcing member and the cantilever part plate rib are welded by 50mm welding seams at intervals.
Preferably, the anchor portion reinforcement and the cantilever portion reinforcement are integrally formed.
Preferably, the reinforcement is a reinforcement angle.
Preferably, the anchoring end pressing beam is an angle steel pressing beam.
Preferably, the overhanging end pressing beam is an angle steel pressing beam.
The beneficial effects of the utility model mainly lie in:
1. The utility model discloses a consolidate strutting arrangement's reinforcement in profiled sheet and concrete composite floor's reinforcement includes interconnect's anchor position reinforcement and the position reinforcement of encorbelmenting, anchor position reinforcement sets up on solid position slab rib, the position reinforcement of encorbelmenting sets up on the position slab rib of encorbelmenting, anchor end muddler sets up on the tip of the position reinforcement of encorbelmenting of keeping away from of anchor position reinforcement, the end muddler of encorbelmenting sets up on the tip of the position reinforcement of encorbelmenting of keeping away from anchor position reinforcement, therefore, it can guarantee profiled sheet and concrete composite floor construction safety and construction quality, and self uses and guarantees safety equally, neither influence beautifully do benefit to the construction finished product protection again, be suitable for extensive popularization and application.
2. The utility model discloses a consolidate strutting arrangement's reinforcement in profiled sheet and concrete composite floor slab includes interconnect's anchor position reinforcement and the position reinforcement of encorbelmenting, anchor position reinforcement sets up on solid position slab rib, the position reinforcement of encorbelmenting sets up on the position slab rib of encorbelmenting, anchor end muddler sets up on the tip of the position reinforcement of encorbelmenting of keeping away from of anchor position reinforcement, the end muddler of encorbelmenting sets up on the tip of the anchor position reinforcement of keeping away from of encorbelmenting the position reinforcement, therefore, its design benefit, the structure is succinct, the manufacture is simple and convenient, and is low in cost, and is suitable for extensive.
These and other objects, features and advantages of the present invention will become more fully apparent from the following detailed description, the accompanying drawings and the appended claims, wherein like reference numerals refer to corresponding parts throughout the several views, and wherein like reference numerals refer to like parts throughout the several views.
Drawings
Fig. 1 is a schematic perspective view of a concrete embodiment of the reinforcing and supporting device in a profiled steel sheet and concrete composite floor slab of the present invention laid on a structural beam.
Fig. 2 is a perspective view of the structure of fig. 1 with the anchor end compression beams and cantilevered end compression beams removed.
FIG. 3 is a perspective view of the structure of FIG. 2 with the reinforcing member removed.
(symbol description)
1, profiled steel sheets; 2, a reinforcing member; 3, pressing the beam at the anchoring end; 4, pressing the beam at the overhanging end; 5, plate ribs; 6, anchoring part plate ribs; 7 overhanging part plate ribs; 8 anchoring part reinforcing members; 9 reinforcing parts of overhanging parts; 10 structural beam.
Detailed Description
In order to clearly understand the technical contents of the present invention, the following embodiments are specifically illustrated in detail.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", 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 simplicity of description, and do not indicate or imply that the device or element being 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.
Referring to fig. 1 to 3, in an embodiment of the present invention, the reinforcing and supporting device for a profiled steel sheet and concrete composite floor slab comprises a profiled steel sheet 1, a reinforcement member 2, an anchoring end pressing beam 3 and an overhanging end pressing beam 4, the profiled steel sheet 1 has a sheet rib 5, the sheet rib 5 has an anchor portion sheet rib 6 and an overhanging portion sheet rib 7 connected to each other, the reinforcement 2 comprises an anchor portion reinforcement 8 and an overhang portion reinforcement 9 connected to each other, the anchoring part reinforcing member 8 is provided on the anchoring part plate rib 6, the overhanging part reinforcing member 9 is provided on the overhanging part plate rib 7, the anchor end compression beam 3 is arranged on the end of the anchor part reinforcement 8 remote from the overhang part reinforcement 9, the overhanging end pressing beam 4 is arranged on the end part of the overhanging part reinforcing member 9 far away from the anchoring part reinforcing member 8.
The figure of sheet rib 5 can be confirmed as required, preferably, the figure of sheet rib 5 is many, the figure of reinforcement 2 with the number of sheet rib 5 the same, reinforcement 2 with sheet rib 5 one-to-one is connected, anchor end pressure beam 3 sets up all reinforcement 2 anchor position reinforcement 8 keep away from on the tip of overhanging position reinforcement 9, overhanging end pressure beam 4 sets up all reinforcement 2 overhanging position reinforcement 9 keep away from on the tip of anchor position reinforcement 8. Referring to fig. 1 to 3, in an embodiment of the present invention, the number of the plate ribs 5 is 4.
The length of anchor position reinforcement 8 with the length of the position reinforcement 9 of encorbelmenting can be confirmed as required the utility model discloses a specific embodiment, the length of anchor position reinforcement 8 does 2 times the length of the position reinforcement 9 of encorbelmenting.
Cantilever position reinforcement 9 sets up can adopt any suitable structure on the position rib 7 of encorbelmenting the utility model discloses a specific embodiment, keep away from of cantilever position reinforcement 9 anchor position reinforcement 8 the 100mm of tip regional with cantilever position rib 7 full weld, other positions of the position reinforcement 9 of encorbelmenting with cantilever position rib 7 welds with spaced 50mm welding seam.
The reinforcement 2 may be any suitable reinforcement, and in a specific embodiment of the present invention, the reinforcement 2 is a reinforcement angle.
The anchoring end pressing beam 3 may be any suitable pressing beam, and in a specific embodiment of the present invention, the anchoring end pressing beam 3 is an angle steel pressing beam.
The end pressure beam 4 of encorbelmenting can be any suitable pressure beam in a specific embodiment of the utility model, the end pressure beam 4 of encorbelmenting is angle steel pressure beam.
During construction, firstly, a profiled steel sheet 1 is laid on a structural beam 10, and angle steel blanking is carried out according to the designed length; secondly, mounting a reinforcing member 2 on a plate rib 5 of the profiled steel sheet 1; then, an anchoring end pressure beam 3 and an overhanging end pressure beam 4 are arranged on the reinforcing member 2; and binding the reinforcing steel bars of the composite floor slab, and pouring floor slab concrete.
Or the anchoring part reinforcing part 8 and the anchoring end pressing beam 3 can be installed firstly, and then the overhanging part reinforcing part 9 and the overhanging end pressing beam 4 are installed.
Therefore, the utility model discloses an end welds anchor end pressure beam and anchor end pressure beam respectively and makes the reinforcement become a whole at the anchor end of reinforcement and the end of encorbelmenting, improves its bearing capacity, is applicable to the building construction field and supports as encorbelmenting the inside reinforcement of position profiled sheet.
Through the support framework of setting on the profiled sheet rib that utilizes the design, improve the bearing capacity of profiled sheet, no longer need be in the portion of encorbelmenting profiled sheet below welding the support frame. Compared with the prior method, the method that the support framework is arranged on the rib of the profiled steel sheet can better ensure the construction safety. When the concrete is poured, the supporting framework is permanently embedded into the concrete, so that the construction safety and the construction quality in the construction process are ensured, meanwhile, the bearing capacity in the later-stage structure using process can be improved, and the later-stage use safety is ensured. Although the supporting framework is permanently embedded in the concrete, the later dismantling construction process is not needed, and the construction cost is basically not increased compared with the conventional method.
To sum up, the utility model discloses a consolidate strutting arrangement in profiled sheet and concrete composite floor can guarantee profiled sheet and concrete composite floor construction safety and construction quality, and self uses same assurance safety, neither influences pleasing to the eye and does benefit to the protection of construction finished product again, design benefit, and the structure is succinct, makes portably, and is with low costs, is suitable for extensive popularization and application.
Therefore, the purpose of the utility model is completely and effectively realized. The functional and structural principles of the present invention have been shown and described in the embodiments, and the embodiments may be modified without departing from the principles. Therefore, the present invention includes all modifications within the spirit and scope of the appended claims.
Claims (10)
1. A strengthening and supporting device in a profiled steel sheet and concrete combined floor slab comprises a profiled steel sheet, the profiled steel sheet has a sheet rib having an anchor portion sheet rib and an overhanging portion sheet rib connected to each other, it is characterized in that the reinforcing and supporting device in the profiled steel sheet and concrete combined floor slab further comprises a reinforcing member, an anchoring end pressing beam and an overhanging end pressing beam, the reinforcing member comprises an anchoring part reinforcing member and an overhanging part reinforcing member which are mutually connected, the anchoring part reinforcing member is arranged on the anchoring part plate rib, the cantilever part reinforcing member is arranged on the cantilever part plate rib, the anchoring end pressing beam is arranged on the end part of the anchoring part reinforcing member far away from the cantilever part reinforcing member, the cantilever end pressing beam is arranged on the end part of the cantilever part reinforcing member far away from the anchoring part reinforcing member.
2. A profiled steel sheet-concrete composite floor slab interior reinforcing and supporting device as claimed in claim 1, wherein the number of the plate ribs is plural, the number of the reinforcing members is the same as the number of the plate ribs, the reinforcing members are connected to the plate ribs in one-to-one correspondence, the anchoring end pressure beam is provided on the end portion of the anchoring portion reinforcing member of all the reinforcing members, which is far from the overhanging portion reinforcing member, and the overhanging end pressure beam is provided on the end portion of the overhanging portion reinforcing member of all the reinforcing members, which is far from the anchoring portion reinforcing member.
3. A profiled steel sheet-concrete composite floor slab inner reinforcing and supporting device as claimed in claim 2, wherein the number of said plate ribs is 4.
4. A profiled sheet and concrete composite floor slab inner reinforcing and supporting device as claimed in claim 1, wherein the length of the anchor portion reinforcing member is 2 times the length of the cantilever portion reinforcing member.
5. A profiled sheet and concrete composite floor slab inner reinforcing and supporting apparatus as claimed in claim 1 wherein a 100mm region of the end of the anchor portion reinforcing member remote from the overhang portion reinforcing member is full welded to the anchor portion plate rib and the other positions of the anchor portion reinforcing member are welded to the anchor portion plate rib at spaced 50mm welds.
6. A profiled sheet and concrete composite floor slab interior reinforcing and supporting apparatus as claimed in claim 1 wherein a 100mm region of the end of the overhang portion reinforcing member remote from the anchor portion reinforcing member is full welded to the overhang portion plate rib and the other position of the overhang portion reinforcing member is welded to the overhang portion plate rib at a 50mm weld seam spaced apart.
7. A profiled sheet and concrete composite floor slab inner reinforcing and supporting device as claimed in claim 1, wherein the anchor portion reinforcing member and the cantilever portion reinforcing member are integrally formed.
8. A profiled sheet and concrete composite floor slab inner reinforcing and supporting device as claimed in claim 1, wherein the reinforcing member is a reinforcing angle iron.
9. A profiled steel sheet-concrete composite floor slab inner reinforcing and supporting device as claimed in claim 1, wherein the anchoring end pressing beam is an angle steel pressing beam.
10. A profiled steel sheet-concrete composite floor slab inner reinforcing and supporting device as claimed in claim 1, wherein the overhanging end pressing beam is an angle steel pressing beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921987533.8U CN211172626U (en) | 2019-11-18 | 2019-11-18 | Strengthening and supporting device in profiled steel sheet and concrete combined floor slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921987533.8U CN211172626U (en) | 2019-11-18 | 2019-11-18 | Strengthening and supporting device in profiled steel sheet and concrete combined floor slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211172626U true CN211172626U (en) | 2020-08-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921987533.8U Active CN211172626U (en) | 2019-11-18 | 2019-11-18 | Strengthening and supporting device in profiled steel sheet and concrete combined floor slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211172626U (en) |
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- 2019-11-18 CN CN201921987533.8U patent/CN211172626U/en active Active
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