CN215106614U - Building is steel bar bearing structure for structural slab - Google Patents
Building is steel bar bearing structure for structural slab Download PDFInfo
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- CN215106614U CN215106614U CN202120864739.2U CN202120864739U CN215106614U CN 215106614 U CN215106614 U CN 215106614U CN 202120864739 U CN202120864739 U CN 202120864739U CN 215106614 U CN215106614 U CN 215106614U
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Abstract
The utility model discloses a steel bar supporting structure for building structural plates, which comprises an inverted F-shaped cushion block and a plurality of binding wires, wherein the inverted F-shaped cushion block is vertically arranged on the building structural plate and is used for erecting steel bars, and the binding wires are arranged in the inverted F-shaped cushion block in a penetrating way and are used for binding the steel bars; the inverted F-shaped cushion block comprises a supporting piece vertically arranged on the building structural slab and two mounting pieces horizontally arranged on one side of the supporting piece and used for penetrating through the binding wire; the top surface of the mounting member forms a rebar erection zone. The utility model can realize effective supporting and binding of the reinforcing steel bars by arranging the supporting piece and the mounting piece; the inverted F-shaped cushion block is utilized, the work of fixing the distance of the traditional split heads is completed, the deviation error of the steel bars is reduced, the construction efficiency is improved, and the construction period is ensured; meanwhile, the repairing cost of the situations of insufficient steel bar protective layers and the like caused by steel bar deviation is reduced, the investment of personnel and materials caused by repairing and polishing is reduced, and the one-time acceptance qualification rate of the concrete structure is improved.
Description
Technical Field
The utility model belongs to the technical field of the construction, especially, relate to a building is steel bar support structure for structural slab.
Background
In the building major structure work progress, double-deck two-way reinforcing bar adopts reinforcing bar split heads and the cushion that falls F shape to support usually in the cast-in-place board, and the reinforcing bar split heads height is difficult to control, the deviation is great, the cost is higher, can not satisfy the actual demand of building site construction effectively, and easily leads to local reinforcing bar too high to produce to expose the muscle, and ordinary fall F shape cushion can't effectively be fixed and very easily shift, trample and break. When the building structure slab is installed on a floor pipeline and poured by concrete, personnel often walk on the slab surface reinforcing steel bars to cause the slab ribs to be seriously deformed, deviated and sunken, the effective height of the negative ribs is reduced, the slab ribs lack effective support, and great influence is caused on the quality of a cast-in-place structure, so that the inverted-F-shaped concrete cushion block for the building structure slab is provided to solve the problems.
SUMMERY OF THE UTILITY MODEL
The technical problem to be solved by the utility model is to provide a steel bar supporting structure for building structural slabs aiming at the defects in the prior art, and the supporting piece and the mounting piece can realize effective supporting and binding of steel bars; the inverted F-shaped cushion block is utilized, the work of fixing the distance of the traditional split heads is completed, the deviation error of the steel bars is reduced, the construction efficiency is improved, and the construction period is ensured; meanwhile, the repairing cost of the situations of insufficient steel bar protective layers and the like caused by steel bar deviation is reduced, the investment of personnel and materials caused by repairing and polishing is reduced, and the one-time acceptance qualification rate of the concrete structure is improved.
In order to solve the technical problem, the utility model discloses a technical scheme is: the utility model provides a building is steel bar bearing structure for structural slab which characterized in that: the building structure plate comprises an inverted F-shaped cushion block and a plurality of binding wires, wherein the inverted F-shaped cushion block is vertically arranged on the building structure plate and used for erecting reinforcing steel bars, and the plurality of binding wires penetrate through the inverted F-shaped cushion block and are used for binding the reinforcing steel bars; the inverted F-shaped cushion block comprises a supporting piece vertically arranged on the building structural slab and two mounting pieces horizontally arranged on one side of the supporting piece and used for penetrating a binding wire, and the two mounting pieces are arranged in parallel; the top surface of installed part forms the reinforcing bar and sets up the district, support piece and two installed part integrated into one piece, support piece and two the inverted F-shaped structure is constituteed to the installed part.
Foretell building is steel bar bearing structure for structural slab, its characterized in that: the reinforcing steel bar setting area comprises a plane area connected with a support piece and an inclined plane area integrally formed with the plane area, and the end part of the inclined plane area connected with the plane area is lower than the end part of the inclined plane area far away from the plane area.
Foretell building is steel bar bearing structure for structural slab, its characterized in that: the number of the binding wires on each mounting piece is two, and four binding wires are uniformly distributed in the same vertical plane.
Compared with the prior art, the utility model has the following advantage:
1. the utility model can realize effective supporting and binding of the reinforcing steel bars by arranging the supporting piece and the mounting piece; the inverted F-shaped cushion block is utilized, the work of fixing the distance of the traditional split heads is completed, the deviation error of the steel bars is reduced, the construction efficiency is improved, and the construction period is ensured; meanwhile, the repairing cost of the situations of insufficient steel bar protective layers and the like caused by steel bar deviation is reduced, the investment of personnel and materials caused by repairing and polishing is reduced, and the one-time acceptance qualification rate of the concrete structure is improved.
2. The utility model discloses in the ligature is worn to establish in the installed part, can avoid in the use the obscission of falling F shape cushion and reinforcing bar prevents to appear reinforcing bar skew error, simple structure, and the practicality is strong.
3. The utility model discloses utilize the cushion of falling F shape can realize setting up and the ligature of double-deck reinforcing bar, for providing fixed distance between the double-deck reinforcing bar, avoids the skew phenomenon of reinforcing bar, easy operation, and the skew error is little, has improved the accuracy of reinforcing bar location.
In summary, the utility model can realize effective supporting and binding of the reinforcing steel bars by arranging the supporting piece and the mounting piece; the inverted F-shaped cushion block is utilized, the work of fixing the distance of the traditional split heads is completed, the deviation error of the steel bars is reduced, the construction efficiency is improved, and the construction period is ensured; meanwhile, the repairing cost of the situations of insufficient steel bar protective layers and the like caused by steel bar deviation is reduced, the investment of personnel and materials caused by repairing and polishing is reduced, and the one-time acceptance qualification rate of the concrete structure is improved.
The technical solution of the present invention is further described in detail by the accompanying drawings and examples.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a usage state diagram of the present invention.
Description of reference numerals:
1-building structural slab; 2-reinforcing steel bars; 3-a support member;
4, binding the wires; 5-mounting piece.
Detailed Description
As shown in fig. 1 and 2, the utility model comprises an inverted F-shaped cushion block which is vertically arranged on a building structural plate 1 and is used for erecting reinforcing steel bars 2, and a plurality of binding wires 4 which are arranged in the inverted F-shaped cushion block in a penetrating way and are used for binding the reinforcing steel bars 2; the inverted F-shaped cushion block comprises a supporting piece 3 vertically arranged on the building structural slab 1 and two mounting pieces 5 horizontally arranged on one side of the supporting piece 3 and used for penetrating a binding wire 4, and the two mounting pieces 5 are arranged in parallel; the top surface of installed part 5 forms the reinforcing bar and sets up the district, support piece 3 and two installed part 5 integrated into one piece, support piece 3 and two the inverted F structure is constituteed to installed part 5.
In actual use, the supporting piece 3 and the mounting piece 5 are arranged, so that the reinforcing steel bar 2 can be effectively supported and bound; the inverted F-shaped cushion block is utilized to complete the work of fixing the distance of the traditional split heads, the offset error of the steel bar 2 is reduced, the construction efficiency is improved, and the construction period is ensured; meanwhile, the repairing cost of the situations of insufficient steel bar protective layers and the like caused by the deviation of the steel bars 2 is reduced, the investment of personnel and materials caused by repairing and polishing is reduced, and the one-time acceptance qualification rate of the concrete structure is improved.
Wherein, ligature 4 wears to establish in installed part 5, can avoid in the use fall-off phenomenon of shape cushion of falling F and reinforcing bar 2 prevents to appear reinforcing bar 2 skew error, simple structure, and the practicality is strong.
In addition, utilize the cushion of falling F shape can realize setting up and the ligature of double-deck reinforcing bar 2, for providing fixed distance between the double-deck reinforcing bar 2, avoids reinforcing bar 2's skew phenomenon, easy operation, the skew error is little, has improved the accuracy of reinforcing bar 2 location.
It should be noted that, when the supporting structures are pre-arranged on the building structural slab 1, the distance between two adjacent supporting structures is 500 mm.
Particularly, in the process of erecting the reinforcing steel bars 2 on the building structural slab 1, the reinforcing steel bars 2 are arranged along the longitudinal direction and the transverse direction of the building structural slab 1, so that the supporting structure needs to be arranged along the length direction and the width direction of the building structural slab 1 in order to meet the erecting conditions of the reinforcing steel bars 2; the supporting structures distributed along the length direction of the building structural plates 1 are arranged in an array mode, the supporting structures distributed along the width direction of the building structural plates 1 are arranged in an array mode, and one supporting structure distributed along the width direction of the building structural plates 1 is arranged between every two adjacent supporting structures distributed in the same row in the supporting structures distributed along the length direction of the building structural plates 1. As shown in fig. 2, the mounting members 5 of the support structure arranged along the length direction of the building structural slab 1 and the mounting members 5 of the support structure arranged along the width direction of the building structural slab 1 are arranged vertically. In the process of erecting the reinforcing steel bars 2, in order to ensure the stability of the whole structure, the reinforcing steel bars 2 can be inserted and erected in the erected reinforcing steel bars 2.
In the embodiment, as shown in fig. 1, the rebar placement area includes a planar area connected to the support 3 and a sloped area integrally formed with the planar area, and an end of the sloped area connected to the planar area is lower than an end of the sloped area away from the planar area.
During the in-service use, set up reinforcing bar 2 on the plane district, can prevent that reinforcing bar 2 from not moving, can be better place and fixed reinforcing bar 2.
As shown in fig. 1, in the present embodiment, the number of the binding wires 4 on each mounting member 5 is two, and four binding wires 4 are uniformly distributed in the same vertical plane.
During practical use, a through hole for the binding wire 4 to penetrate through is formed in the mounting piece 5. Preferably, a binding wire 4 is embedded 5mm below the reinforcing steel bar erection area and used for binding the reinforcing steel bars 2.
The utility model discloses during the use, as shown in fig. 2, be in according to drawing design requirement arrange this bearing structure on the building structural slab 1, and installed part 5 set up reinforcing bar 2 in the reinforcing bar setting up district, utilize simultaneously ligature 4 to reinforcing bar 2 fix can.
The above, only be the utility model discloses a preferred embodiment, it is not right the utility model discloses do any restriction, all according to the utility model discloses the technical entity all still belongs to any simple modification, change and the equivalent structure change of doing above embodiment the utility model discloses technical scheme's within the scope of protection.
Claims (3)
1. The utility model provides a building is steel bar bearing structure for structural slab which characterized in that: the building structure plate comprises an inverted F-shaped cushion block and a plurality of binding wires (4), wherein the inverted F-shaped cushion block is vertically arranged on a building structure plate (1) and used for erecting reinforcing steel bars (2), and the binding wires (4) penetrate through the inverted F-shaped cushion block and are used for binding the reinforcing steel bars (2); the inverted F-shaped cushion block comprises a supporting piece (3) vertically arranged on the building structural slab (1) and two mounting pieces (5) horizontally arranged on one side of the supporting piece (3) and used for penetrating through binding wires (4), and the two mounting pieces (5) are arranged in parallel; the top surface of installed part (5) forms the reinforcing bar and sets up the district, support piece (3) and two installed part (5) integrated into one piece, support piece (3) and two the structure of falling F-shaped is constituteed in installed part (5).
2. The reinforced bar support structure for building structural panels of claim 1, wherein: the steel bar setting area comprises a plane area connected with the support piece (3) and an inclined plane area integrally formed with the plane area, and the end part of the inclined plane area connected with the plane area is lower than the end part of the inclined plane area far away from the plane area.
3. The reinforced bar support structure for building structural panels of claim 1, wherein: the number of the binding wires (4) on each mounting piece (5) is two, and the four binding wires (4) are uniformly distributed in the same vertical plane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120864739.2U CN215106614U (en) | 2021-04-25 | 2021-04-25 | Building is steel bar bearing structure for structural slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120864739.2U CN215106614U (en) | 2021-04-25 | 2021-04-25 | Building is steel bar bearing structure for structural slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215106614U true CN215106614U (en) | 2021-12-10 |
Family
ID=79271714
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120864739.2U Active CN215106614U (en) | 2021-04-25 | 2021-04-25 | Building is steel bar bearing structure for structural slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215106614U (en) |
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2021
- 2021-04-25 CN CN202120864739.2U patent/CN215106614U/en active Active
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