CN201103196Y - Multifunctional locating hook for shearing force wall - Google Patents
Multifunctional locating hook for shearing force wall Download PDFInfo
- Publication number
- CN201103196Y CN201103196Y CNU2007201847241U CN200720184724U CN201103196Y CN 201103196 Y CN201103196 Y CN 201103196Y CN U2007201847241 U CNU2007201847241 U CN U2007201847241U CN 200720184724 U CN200720184724 U CN 200720184724U CN 201103196 Y CN201103196 Y CN 201103196Y
- Authority
- CN
- China
- Prior art keywords
- location hook
- shear wall
- cushion block
- utility
- construction
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
The utility mode discloses a multi-function location hook used in a shear wall, pertaining to the technical field of construction components. The structure of the multi-function location hook includes that a cushion block is fixedly connected with two ends of the shoulder of a location hook. The multi-function location hook of the utility model has simple structure, the remarkable effect of drawing and locating on the shear wall and convenient construction and installation, which is characterized by being capable of effectively controlling the thickness of the protection layer of the shear wall to realize the requirement of construction specification.
Description
Technical field
The utility model discloses the multi-functional location hook of a kind of shear wall, belong to the building unit technical field.
Background technology
Shear wall structure is a highrise building concrete structure type body commonly used, and shear wall is by cage of reinforcement peripheral hardware shuttering, and penetration concrete is built and formed then.Cage of reinforcement comprise double steel mesh reinforcement routinely the spacing of construction requirement be parallel to each other and set up, connect by location hook again between the double steel mesh reinforcement, the junction at its two ends is stranded with thin wire to be pricked, and makes the spacing of left and right sides steel mesh reinforcement unanimous between the higher and lower levels.Require the gross thickness of definite good body of wall according to norm of construction after; outside cage of reinforcement, install template; and make template apart from every side bar space equalization; because location hook can only be controlled the spacing position between the double reinforcing bar; and the situation that uncontrollable cage of reinforcement integral body is moved to any lateral deviation of the template left and right sides; so often adopt cast-in-place mortar cushion block according to the distance pad of location hook setting between each location hook and template, guarantee the spacing of steel mesh reinforcement to template, promptly guarantee the thickness of topping.Concrete perfusion in template then, wait concrete strength to reach construction requirement after form removal get final product.Its shortcoming is; build the mortar cushion block and need waste the long time; and the mortar cushion block is stressed to be easy to fragmentation and to come off, and this will influence the thickness of shear wall topping, and this construction member makes the position of shear force wall reinforcing steel bar net and protective layer thickness all be difficult to be guaranteed.
The utility model content
The utility model is at the deficiencies in the prior art, and purpose is to provide that a kind of to collect functions such as steel mesh reinforcement location, protective layer thickness and the control of shear wall gross thickness be the multi-functional location hook of shear wall of one, and has easy construction, characteristics such as low processing cost.
The purpose of this utility model is achieved in that the multi-functional location hook of a kind of shear wall, it is characterized in that: be fixed with cushion block on the two end hooks shoulder of location hook.
The utility model further is set to described location hook and cushion block and adopts welding or bonding mode to be connected.It is bonding soon to carry out electric welding welding or powerful viscose after location hook and the cushion block separate machined again, does so on the one hand and can save cost, can improve on existing location hook on the other hand, can reach the same construction effect of the utility model.
After adopting above technical scheme; the beneficial effects of the utility model are: simple in structure, and remarkable to shear wall drawknot, locating effect, and make construction install convenience; effectively control the thickness and the overall thickness of shear wall of shear wall topping, reach the standard of construction requirement.This structure is easy to process, can produce in batches, after cushion block carries out antirustization processing, has also prevented the body of wall corrosion phenomena, has guaranteed the attractive in appearance of metope.
Below in conjunction with description of drawings and specific embodiment the utility model is further specified:
Description of drawings
Fig. 1 is an overall structure schematic diagram of the present utility model.
The specific embodiment
As shown in Figure 1, the multi-functional location hook of a kind of shear wall comprises on two end hooks shoulders 2a, the 2b of location hook 1 being fixed with cushion block 3.Location hook 1 welds with cushion block 3 employings or bonding mode is connected.The one side that is close to template of cushion block 3 is a vertical plane, and is parallel with template, promptly perpendicular with horizontal plane, and antirustization processing is carried out, the permanent rust that is stale-proof of metope after the assurance demoulding in this side.
During operation, set steel mesh reinforcement, the less end hook of the angle of location hook is lived the steel mesh reinforcement location of a side after, another puts its bending in place with instrument live the steel mesh reinforcement of opposite side than the wide-angle end hook after, two intersection point places are by tired bundles such as iron wire or galvanized wires.The row of location hook establishes in the usual way and is provided with.The mode that then template is close to cushion block installs, concrete perfusion in the template, treat concrete structure reach the intensity of job specfication after form removal promptly finish building of shear wall.
Claims (2)
1, the multi-functional location hook of a kind of shear wall is characterized in that: be fixed with cushion block (3) on the two end hooks shoulders (2a) of location hook (1), (2b).
2, the multi-functional location hook of a kind of shear wall according to claim 1 is characterized in that: location hook (1) welds with cushion block (3) employing or bonding mode is connected.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2007201847241U CN201103196Y (en) | 2007-10-26 | 2007-10-26 | Multifunctional locating hook for shearing force wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2007201847241U CN201103196Y (en) | 2007-10-26 | 2007-10-26 | Multifunctional locating hook for shearing force wall |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201103196Y true CN201103196Y (en) | 2008-08-20 |
Family
ID=39950219
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CNU2007201847241U Expired - Fee Related CN201103196Y (en) | 2007-10-26 | 2007-10-26 | Multifunctional locating hook for shearing force wall |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN201103196Y (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104088402A (en) * | 2014-07-21 | 2014-10-08 | 李红波 | Structure and method for preventing vertical steel bars from deforming in construction |
CN104989037A (en) * | 2015-06-26 | 2015-10-21 | 张玉华 | Locating piece as well as multi-ribbed floor system and construction formwork system both adopting locating pieces |
CN105649274A (en) * | 2016-03-17 | 2016-06-08 | 中冶建工集团有限公司 | Internal support rod, beam column reinforcing steel bar frame manufactured by internal support rods, and construction technology of beam column reinforcing steel bar frame |
CN105804312A (en) * | 2016-05-13 | 2016-07-27 | 吉林市柏源钢结构彩色钢板有限责任公司 | Light-weight wall |
CN106436970A (en) * | 2016-11-16 | 2017-02-22 | 绍兴明煌建材科技有限公司 | Novel multifunctional pull hook for shear walls |
CN108590040A (en) * | 2018-05-30 | 2018-09-28 | 五冶集团上海有限公司 | A kind of double F cards of multi-functional bar and application method |
-
2007
- 2007-10-26 CN CNU2007201847241U patent/CN201103196Y/en not_active Expired - Fee Related
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104088402A (en) * | 2014-07-21 | 2014-10-08 | 李红波 | Structure and method for preventing vertical steel bars from deforming in construction |
CN104989037A (en) * | 2015-06-26 | 2015-10-21 | 张玉华 | Locating piece as well as multi-ribbed floor system and construction formwork system both adopting locating pieces |
CN104989037B (en) * | 2015-06-26 | 2017-11-14 | 张玉华 | Keeper, close rib building roof and construction formwork system using keeper |
CN105649274A (en) * | 2016-03-17 | 2016-06-08 | 中冶建工集团有限公司 | Internal support rod, beam column reinforcing steel bar frame manufactured by internal support rods, and construction technology of beam column reinforcing steel bar frame |
CN105649274B (en) * | 2016-03-17 | 2018-05-15 | 中冶建工集团有限公司 | Internal overarm support, using beam column steel bar framework and its construction technology made of the internal overarm support |
CN105804312A (en) * | 2016-05-13 | 2016-07-27 | 吉林市柏源钢结构彩色钢板有限责任公司 | Light-weight wall |
CN106436970A (en) * | 2016-11-16 | 2017-02-22 | 绍兴明煌建材科技有限公司 | Novel multifunctional pull hook for shear walls |
CN108590040A (en) * | 2018-05-30 | 2018-09-28 | 五冶集团上海有限公司 | A kind of double F cards of multi-functional bar and application method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN201103196Y (en) | Multifunctional locating hook for shearing force wall | |
CN204738538U (en) | Stubble blocking and turnover back ridge for concrete construction with different strength grades | |
CN209670127U (en) | A kind of fabricated construction of prefabricated steel reinforced concrete shear walls | |
CN203547124U (en) | Control device for sliding mould protective layer | |
CN102720347B (en) | Scaffold tool type wall connecting piece and construction method thereof | |
CN101775877B (en) | Multifunctional positioning piece for shearing force wall | |
CN202000562U (en) | Multifunctional limiting device for shear wall | |
CN201778287U (en) | Prestressed strand deflector | |
CN101294397A (en) | Colligation molding construction method at one time for main rod of reinforced concrete retaining wall | |
CN205975609U (en) | Novel anchor | |
CN204826420U (en) | Bury special construction tool of ground tackle deeply | |
CN204212302U (en) | A kind of hollowcore slab light pipe float Structure | |
CN203270950U (en) | Device for controlling horizontal distribution bars on two sides of shear wall | |
CN201627308U (en) | Multifunctional positioning part of shear wall | |
CN205677664U (en) | A kind of Flexible formwork assembly bracing means | |
CN202370178U (en) | Control device for plate upper reinforcement cover | |
CN205259621U (en) | Precast beam steel strand wires rings | |
CN202479401U (en) | Simply bending tool for rebar hook | |
CN204023891U (en) | Cast-in-situ floor Minimum Concrete Protective Coating Thickness construction control device | |
CN203160704U (en) | Hopper for pouring concrete | |
CN202831654U (en) | Convenient and quick reinforcement binding device | |
CN205077825U (en) | Get rid of thick liquid design die set | |
CN205617659U (en) | Brick -tape net | |
CN201546371U (en) | Bundled non-bonded prestressed rib anchorage system for large-diameter silo | |
CN205314371U (en) | Ladder muscle processing design mould |
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 |
Granted publication date: 20080820 Termination date: 20151026 |
|
EXPY | Termination of patent right or utility model |