CN204001436U - A kind of constructing structure that guarantees topping at the bottom of beam, deck-molding and thickness of slab - Google Patents
A kind of constructing structure that guarantees topping at the bottom of beam, deck-molding and thickness of slab Download PDFInfo
- Publication number
- CN204001436U CN204001436U CN201420252585.1U CN201420252585U CN204001436U CN 204001436 U CN204001436 U CN 204001436U CN 201420252585 U CN201420252585 U CN 201420252585U CN 204001436 U CN204001436 U CN 204001436U
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- Prior art keywords
- stirrup
- breach
- circular hole
- thickness
- topping
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- Expired - Fee Related
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Abstract
The utility model discloses a kind of constructing structure that guarantees topping at the bottom of beam, deck-molding and thickness of slab; it comprises supports at least two split heads that are arranged on beam upper reinforcement bottom; bottom at the stirrup of beam is provided with two round plastic cushion blocks for the stirrup of brace summer at interval of certain distance; on round plastic cushion block, have breach and have circular hole in the centre of cushion block; breach is connected with circular hole, and stirrup is supported in circular hole by breach.The beneficial effects of the utility model are: can effectively improve construction quality, make easy construction flexible, increase work efficiency.
Description
Technical field
The utility model relates to controlling dimension structure, and the utility model is especially a kind of guarantees the constructing structure of topping at the bottom of beam, deck-molding and thickness of slab.
Background technology
In engineering construction at present construction; reinforcement engineering construction often appears in beam reinforced steel bar process of binding; at the bottom of easily causing beam because of various reasons, protective layer thickness is inadequate; often occurring that stirrup gets rusty pollutes the phenomenon of architectural surface; and because beam end is many, to intersect anchoring more firm with shear force wall reinforcing steel bar or pillar reinforcing bar, ring beam reinforcing steel bar, and the just often downward deflection of beam middle part causes the actual height of beam and the minimizing of the actual (real) thickness of plate; the Stiffness of member, therefore bearing capacity also reduces.
Summary of the invention
The purpose of this utility model is to overcome the deficiency of prior art, and providing a kind of can effectively improve construction quality, make easy construction flexibly and the assurance beam of increasing work efficiency at the bottom of the constructing structure of topping, deck-molding and thickness of slab.
In order to achieve the above object, the technical solution adopted in the utility model is:
A kind of constructing structure that guarantees topping at the bottom of beam, deck-molding and thickness of slab of the present utility model; it comprises supports at least two split heads that are arranged on beam upper reinforcement bottom; bottom at the stirrup of beam is provided with two round plastic cushion blocks for the stirrup of brace summer at interval of certain distance; on round plastic cushion block, have breach and have circular hole in the centre of cushion block; breach is connected with circular hole, and stirrup is supported in circular hole by breach.
The beneficial effects of the utility model are: can effectively improve construction quality, make easy construction flexible, increase work efficiency.
Accompanying drawing explanation
Fig. 1 is a kind of front view that guarantees the constructing structure of topping at the bottom of beam, deck-molding and thickness of slab of the present utility model;
Fig. 2 is a kind of top view that guarantees the constructing structure of topping at the bottom of beam, deck-molding and thickness of slab of the present utility model;
Fig. 3 is the split heads part-structure schematic diagram in a kind of constructing structure that guarantees topping at the bottom of beam, deck-molding and thickness of slab of the present utility model;
Fig. 4 is the structural representation of the cushion block in a kind of constructing structure that guarantees topping at the bottom of beam, deck-molding and thickness of slab of the present utility model.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is described in detail.
A kind of constructing structure that guarantees topping at the bottom of beam, deck-molding and thickness of slab of the present utility model as shown in drawings; it comprises supports at least two split heads 3 that are arranged on beam upper reinforcement 1 bottom; bottom at the stirrup 2 of beam is provided with two round plastic cushion blocks 4 for the stirrup 2 of brace summer at interval of certain distance; on round plastic cushion block, have breach and have circular hole in the centre of cushion block; breach is connected with circular hole, and stirrup 2 is supported in circular hole by breach.
Preferably every twice stirrup 2, two cushion blocks are installed.
The construction method of this structure is:
1. first colligation beam steel, is then installed on round plastic cushion block 4 bottom of beam stirrup, every twice stirrup 2, two cushion blocks is installed, as shown in Figure 1.
2. after beam bottom cushion block places, at the upper reinforcement 1 of beam, pave two split heads, effectively guarantee the thickness of beam and plate, next carry out plate muscle and beam muscle carries out anchoring colligation.
3. treat after hours above-mentionedly, just can carry out examination and the concrete pouring construction of reinforcing bar.
Claims (1)
1. a constructing structure that guarantees topping at the bottom of beam, deck-molding and thickness of slab; it is characterized in that: it comprises supports at least two split heads that are arranged on beam upper reinforcement bottom; bottom at the stirrup of beam is provided with two round plastic cushion blocks for the stirrup of brace summer at interval of certain distance; on round plastic cushion block, have breach and have circular hole in the centre of cushion block; breach is connected with circular hole, and stirrup is supported in circular hole by breach.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420252585.1U CN204001436U (en) | 2014-05-15 | 2014-05-15 | A kind of constructing structure that guarantees topping at the bottom of beam, deck-molding and thickness of slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420252585.1U CN204001436U (en) | 2014-05-15 | 2014-05-15 | A kind of constructing structure that guarantees topping at the bottom of beam, deck-molding and thickness of slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204001436U true CN204001436U (en) | 2014-12-10 |
Family
ID=52041459
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420252585.1U Expired - Fee Related CN204001436U (en) | 2014-05-15 | 2014-05-15 | A kind of constructing structure that guarantees topping at the bottom of beam, deck-molding and thickness of slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204001436U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104533015A (en) * | 2014-12-12 | 2015-04-22 | 国家电网公司 | Method for constructing beam steel bar protection layer of cast-in-place concrete beam slab |
| CN105756287A (en) * | 2016-03-24 | 2016-07-13 | 中国建筑第八工程局有限公司 | Reverse-hanging steel bar arrangement construction method for stiff steel reinforced beams and prop steel bars |
| CN106223545A (en) * | 2016-09-12 | 2016-12-14 | 中国建筑局（集团）有限公司 | Reinforced bar support skeleton is utilized to control bar construction at the bottom of the beam of thickness of protection tier |
| CN109025072A (en) * | 2018-08-21 | 2018-12-18 | 中国十七冶集团有限公司 | A kind of construction method of plate above formula beam bottom cover to reinforcement |
| CN114438874A (en) * | 2020-10-30 | 2022-05-06 | 比亚迪股份有限公司 | Assembly type bridge pier, assembly method of bridge pier and bridge |
-
2014
- 2014-05-15 CN CN201420252585.1U patent/CN204001436U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104533015A (en) * | 2014-12-12 | 2015-04-22 | 国家电网公司 | Method for constructing beam steel bar protection layer of cast-in-place concrete beam slab |
| CN105756287A (en) * | 2016-03-24 | 2016-07-13 | 中国建筑第八工程局有限公司 | Reverse-hanging steel bar arrangement construction method for stiff steel reinforced beams and prop steel bars |
| CN106223545A (en) * | 2016-09-12 | 2016-12-14 | 中国建筑局（集团）有限公司 | Reinforced bar support skeleton is utilized to control bar construction at the bottom of the beam of thickness of protection tier |
| CN106223545B (en) * | 2016-09-12 | 2018-08-07 | 中国建筑一局(集团)有限公司 | The construction method of the beam bottom bar construction of thickness of protection tier is controlled using reinforced bar support skeleton |
| CN109025072A (en) * | 2018-08-21 | 2018-12-18 | 中国十七冶集团有限公司 | A kind of construction method of plate above formula beam bottom cover to reinforcement |
| CN114438874A (en) * | 2020-10-30 | 2022-05-06 | 比亚迪股份有限公司 | Assembly type bridge pier, assembly method of bridge pier and bridge |
| CN114438874B (en) * | 2020-10-30 | 2023-09-05 | 比亚迪股份有限公司 | Assembly type bridge pier, assembly method of bridge pier and bridge |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141210 Termination date: 20190515 |