CN203452270U - Steel reinforcement protective layer controlled horse-shaped stool - Google Patents

Steel reinforcement protective layer controlled horse-shaped stool Download PDF

Info

Publication number
CN203452270U
CN203452270U CN201320512455.2U CN201320512455U CN203452270U CN 203452270 U CN203452270 U CN 203452270U CN 201320512455 U CN201320512455 U CN 201320512455U CN 203452270 U CN203452270 U CN 203452270U
Authority
CN
China
Prior art keywords
skeleton
reinforcing bar
steel reinforcement
locating part
wall
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
Application number
CN201320512455.2U
Other languages
Chinese (zh)
Inventor
马立伟
丁怀钦
李晓东
赵新娣
陈晓匪
方询
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
HENAN TIANGONG CONSTRUCTION GROUP Co Ltd
Original Assignee
HENAN TIANGONG CONSTRUCTION GROUP Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by HENAN TIANGONG CONSTRUCTION GROUP Co Ltd filed Critical HENAN TIANGONG CONSTRUCTION GROUP Co Ltd
Priority to CN201320512455.2U priority Critical patent/CN203452270U/en
Application granted granted Critical
Publication of CN203452270U publication Critical patent/CN203452270U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Reinforcement Elements For Buildings (AREA)

Abstract

The utility model discloses a steel reinforcement protective layer controlled horse-shaped stool which comprises a skeleton and a steel reinforcement limiting part, wherein the steel reinforcement limiting part is arranged on the skeleton, the skeleton comprises two vertical bars and at least two cross-braces. A purpose of stabilizing vertical steel reinforcements of a wall is effectively achieved, the condition that displacement of steel reinforcements for a shear wall and the deviation of a protective layer are too big is avoided, and the construction qualities of the shear wall and the protective layer are effectively guaranteed; the horse-shaped stool is simple in structure, convenient for construction operations, and extremely convenient to install and remove in specific constructions; in addition, the steel reinforcement limiting part of the skeleton can be prepared by using waste steel reinforcement heads through welding, therefore, due to the reasonable reutilization of wastes, the horse-shaped stool is extremely low in production cost, and has an extremely good actual application effect.

Description

Reinforcement cover is controlled split heads
Technical field
The utility model relates to building operations servicing unit technical field, relates in particular to a kind of reinforcement cover and controls split heads.
Background technology
Rise along with highrise building; shear wall structure engineering is more and more; it is more and more outstanding that concrete shear force wall reinforcement displacement and the excessive quality problems of topping deviation also expose; authorizing disclosed application number on March 13rd, 2013 is that 201220451059.9 utility model patent discloses a kind of concrete for Bars In Poured Concrete Slab upper layer plate-rib location and hangs stool; its weak point is that cost of production is higher; and in practice of construction operation, be not easy to construction, installing/dismounting is all inconvenient.
Utility model content
The purpose of this utility model is for above-mentioned the deficiencies in the prior art, provides the reinforcement cover of a kind of simple in structure, constructability operation, easy installation and removal to control split heads.
For realizing the technical scheme that the purpose of this utility model adopts, be: a kind of reinforcement cover is controlled split heads, comprises skeleton and is arranged on the reinforcing bar locating part on skeleton, and described skeleton comprises 2 montants and at least 2 stulls.
Outer lateral extent between described 2 montants is the thickness of 2 wall toppings of wall reductions.
Described stull is telescopic stull.
Described skeleton is arranged with telescopic supporting leg.
Described supporting leg is flexibly connected with described skeleton.
Described reinforcing bar locating part is flexibly connected with described skeleton.
Described reinforcing bar locating part is flexibly connected with described skeleton by the sleeve pipe being placed on skeleton, on described sleeve pipe, is provided with fastening bolt.
Described reinforcing bar locating part is the reinforcing bar of 2 parallel constructions, and its length is 10-30mm.
Described reinforcing bar locating part is anchor ear.
Reinforcement cover of the present utility model is controlled split heads, by skeleton and reinforcing bar locating part are set, effectively realize the object of firm body of wall vertical reinforcement, avoided the displacement of shear force wall reinforcing steel bar and the deviation of topping excessive, effectively ensured the construction quality of shear wall and topping; Described skeleton comprises 2 montants and at least 2 stulls, it is simple in structure, constructability operation, in Specific construction, installing/dismounting is all very convenient, in addition, skeleton and copper muscle locating part can adopt reinforcing bar waste material head to be welded, reasonably refuse reclamation, generate that this is extremely low, and practical application effect is very good.Telescopic supporting leg is set under described skeleton, has greatly strengthened the stability of skeleton, make body of wall vertical reinforcement more firm; Supporting leg is flexibly connected with skeleton, is convenient to the dismounting of supporting leg, can select as the case may be whether use supporting leg, is convenient to select, and is easy to carry; Outer lateral extent between described 2 montants is the thickness of 2 wall toppings of wall reductions, has effectively ensured the goodness of fit of the perpendicular muscle of skeleton and body of wall, is unlikely to the perpendicular muscle of body of wall to strut, and also, not by the perpendicular muscle tension of body of wall, keeps the vertical stability of the perpendicular muscle of body of wall, indeformable; Described stull is telescopic stull, is very easy to the effect that regulates montant spacing according to the thickness of the thickness of different bodies of wall and topping, to be applicable to the construction site of different situations, highly versatile; Described reinforcing bar locating part is flexibly connected with described skeleton, is convenient to according to the distance of the distance different adjustment reinforcing bar locating part of the perpendicular muscle of body of wall; Described reinforcing bar locating part is flexibly connected with described skeleton by the sleeve pipe being placed on skeleton, on described sleeve pipe, be provided with fastening bolt, be convenient on the one hand according to the distance of the distance different adjustment reinforcing bar locating part of the perpendicular muscle of body of wall, on the other hand, can be by fastening bolt, reinforcing bar locating part is fixing spacing easily, and then realize body of wall is erected to the fixing spacing of muscle; Described reinforcing bar locating part is the reinforcing bar of 2 parallel constructions, and its length is 10-30mm, simple in structure, is convenient to fixing spacing; Described reinforcing bar locating part is anchor ear, be very easy to skeleton and erect being connected of muscle with body of wall, and reusing is high, has avoided use tied silk to cause waste, saves production cost.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is described further:
Fig. 1 is plan structure schematic diagram of the present utility model;
Fig. 2 is side-looking structural representation of the present utility model.
The specific embodiment
As shown in Figure 1 and Figure 2:
Embodiment mono-
Reinforcement cover is controlled a split heads, comprises skeleton 2 and is arranged on the reinforcing bar locating part 1 on skeleton 2, and described skeleton 2 comprises 2 montants 3 and at least 2 stulls 4.The outer lateral extent that described 2 montants are 3 is the thickness of 2 wall toppings of wall reductions.Described stull 4 is telescopic stull.Described skeleton 2 is arranged with telescopic supporting leg 5.Described supporting leg 5 is flexibly connected with described skeleton 2.Described reinforcing bar locating part 1 is flexibly connected with described skeleton 2.Spacing 1 of described reinforcing bar is anchor ear.
Embodiment bis-
The present embodiment is with the difference part of embodiment mono-: described reinforcing bar locating part 1 is flexibly connected with described skeleton 2 by the sleeve pipe being placed on skeleton 2, on described sleeve pipe, is provided with fastening bolt.Described reinforcing bar locating part 1 is the reinforcing bar of 2 parallel constructions, and its length is 10-30mm.
Reinforcement cover of the present utility model is controlled split heads, by skeleton and reinforcing bar locating part are set, effectively realize the object of firm body of wall vertical reinforcement, avoided the displacement of shear force wall reinforcing steel bar and the deviation of topping excessive, effectively ensured the construction quality of shear wall and topping; Described skeleton comprises 2 montants and at least 2 stulls, it is simple in structure, constructability operation, in Specific construction, installing/dismounting is all very convenient, in addition, skeleton and copper muscle locating part can adopt reinforcing bar waste material head to be welded, reasonably refuse reclamation, generate that this is extremely low, and practical application effect is very good.Telescopic supporting leg is set under described skeleton, has greatly strengthened the stability of skeleton, make body of wall vertical reinforcement more firm.The utility model is simple and practical, cost is low, and use should be widely promoted.

Claims (9)

1. reinforcement cover is controlled a split heads, it is characterized in that: it comprises skeleton and be arranged on the reinforcing bar locating part on skeleton, and described skeleton comprises 2 montants and at least 2 stulls.
2. reinforcement cover as claimed in claim 1 is controlled split heads, it is characterized in that: the outer lateral extent between described 2 montants is the thickness of 2 wall toppings of wall reductions.
3. reinforcement cover as claimed in claim 1 is controlled split heads, it is characterized in that: described stull is telescopic stull.
4. reinforcement cover as claimed in claim 1 is controlled split heads, it is characterized in that: described skeleton is arranged with telescopic supporting leg.
5. reinforcement cover as claimed in claim 4 is controlled split heads, it is characterized in that: described supporting leg is flexibly connected with described skeleton.
6. reinforcement cover as claimed in claim 1 is controlled split heads, it is characterized in that: described reinforcing bar locating part is flexibly connected with described skeleton.
7. the reinforcement cover as described in claim 1 or 6 is controlled split heads, it is characterized in that: described reinforcing bar locating part is flexibly connected with described skeleton by the sleeve pipe being placed on skeleton, on described sleeve pipe, is provided with fastening bolt.
8. the reinforcement cover as described in claim 1 or 7 is controlled split heads, it is characterized in that: described reinforcing bar locating part is the reinforcing bar of 2 parallel constructions, and its length is 10-30mm.
9. the reinforcement cover as described in claim 1 or 7 is controlled split heads, it is characterized in that: described reinforcing bar locating part is anchor ear.
CN201320512455.2U 2013-08-22 2013-08-22 Steel reinforcement protective layer controlled horse-shaped stool Expired - Fee Related CN203452270U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320512455.2U CN203452270U (en) 2013-08-22 2013-08-22 Steel reinforcement protective layer controlled horse-shaped stool

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320512455.2U CN203452270U (en) 2013-08-22 2013-08-22 Steel reinforcement protective layer controlled horse-shaped stool

Publications (1)

Publication Number Publication Date
CN203452270U true CN203452270U (en) 2014-02-26

Family

ID=50132157

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320512455.2U Expired - Fee Related CN203452270U (en) 2013-08-22 2013-08-22 Steel reinforcement protective layer controlled horse-shaped stool

Country Status (1)

Country Link
CN (1) CN203452270U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104110102A (en) * 2014-07-15 2014-10-22 中铁上海工程局集团有限公司 Prestressed corrugated pipe fixing device and method for rapid and accurate positioning
CN110644680A (en) * 2019-09-23 2020-01-03 中国二十冶集团有限公司 Device for controlling thickness of side slope lattice beam steel bar protective layer and use method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104110102A (en) * 2014-07-15 2014-10-22 中铁上海工程局集团有限公司 Prestressed corrugated pipe fixing device and method for rapid and accurate positioning
CN110644680A (en) * 2019-09-23 2020-01-03 中国二十冶集团有限公司 Device for controlling thickness of side slope lattice beam steel bar protective layer and use method thereof

Similar Documents

Publication Publication Date Title
CN104532749A (en) Support used for construction of upper beam of main tower of suspension bridge
CN103122691A (en) Tower crane standard knot bearing upper air supporting formwork steel platform structure and construction method
CN203452270U (en) Steel reinforcement protective layer controlled horse-shaped stool
CN204825652U (en) Bridge pier stud bent cap formwork support device
CN204385629U (en) A kind of support for the construction of suspension bridge king-tower top rail
CN203034799U (en) Tower hoist standard knot bearing overhead support formwork steel platform structure
CN203654710U (en) Instrumental connecting tube for external wall scaffold shearing wall portion
CN201190408Y (en) Tool type exterior scaffolding of section steel fastening tube
CN202369931U (en) Arch ring bracket
CN205314539U (en) Large -scale cantilever type combination steel form
CN204715764U (en) The structure that a kind of constructional column and agent structure are constructed simultaneously
CN204850048U (en) Overlap joint structure of quick hoist and mount of supplementary high -rise girder steel
CN203080931U (en) Shear wall outer wall formwork bearing device
CN209523198U (en) A kind of underpinning structure supporting lattice column
CN204299162U (en) To encorbelment steel I-beam anchor structure
CN203145430U (en) Detachable anchor ring structure for fixing cantilever beam
CN203394941U (en) Foundation bolt fixing device
CN202969897U (en) Ringlock type scaffold joist system
CN202745353U (en) Tool-type overhanging scaffold
CN204876084U (en) Steel column foot crab -bolt fixed bolster
CN202000266U (en) Supporting structure of bridge coping template
CN210529735U (en) Building steel structure platform base
CN204225503U (en) Large span steel truss high altitude bulk conversion beam moulding bed
CN203924484U (en) A kind of precast beam and there is the reinforced concrete structure of tenon anchor system
CN202114437U (en) Positioning device for foundation bolts

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: 20140226

Termination date: 20180822