CN205000252U - External strength nature skeleton of high mound reinforcement - Google Patents

External strength nature skeleton of high mound reinforcement Download PDF

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Publication number
CN205000252U
CN205000252U CN201520693678.2U CN201520693678U CN205000252U CN 205000252 U CN205000252 U CN 205000252U CN 201520693678 U CN201520693678 U CN 201520693678U CN 205000252 U CN205000252 U CN 205000252U
Authority
CN
China
Prior art keywords
reinforcing bar
skeleton
steel work
main framing
work main
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
CN201520693678.2U
Other languages
Chinese (zh)
Inventor
王际好
谷景涛
王树新
赵世龙
吴文涛
王敏
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.)
CCCC First Harbor Engineering Co Ltd
CCCC Third Harbor Engineering Co Ltd
Original Assignee
CCCC First Harbor Engineering Co Ltd
CCCC Third Harbor Engineering 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 CCCC First Harbor Engineering Co Ltd, CCCC Third Harbor Engineering Co Ltd filed Critical CCCC First Harbor Engineering Co Ltd
Priority to CN201520693678.2U priority Critical patent/CN205000252U/en
Application granted granted Critical
Publication of CN205000252U publication Critical patent/CN205000252U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses an external strength nature skeleton of high mound reinforcement, net (2), prevent guardrail bar (3), work platform (4), upper and lower cat ladder (5) and template fixing device (7) including steel construction owner skeleton (1), safety protection, safety protection net (2) is installed in the outside of steel construction owner skeleton (1), prevents guardrail bar (3) and upper and lower cat ladder (5) and be connected with steel construction owner skeleton (1) respectively that work platform (4) install in steel construction owner skeleton (1), and install on steel construction owner skeleton (1) template fixing device (7). The utility model relates to an external strength nature skeleton of high mound reinforcement can enough play the positioning action to high mound construction reinforcing bar, can play safety protection to reinforcing bar operation workman again and act on, and the installation is simple, when guaranteeing the reinforcement quality, also guarantees constructor's safe, quickening construction progress, one may well say that killing three birds with one stone.

Description

The external stiff skeleton of high pier reinforcing bar binding
Technical field
The utility model relates to the external stiff skeleton of a kind of high pier reinforcing bar binding.
Background technology
Limit by extreme terrain and regional condition, the high pier construction of highway, railway more and more occurs in object of construction production, high pier construction difficulty is larger, be mainly reflected in that reinforcing bar binding quality control is difficult, efficiency of construction is low and constructor's operation time potential safety hazard larger, the most frequently used way of high pier construction adopts to set up external scaffolding as operation platform, but because of set up scaffold globality require high, steel pipe consumption is large, efficiency of construction is low and govern the construction speed of pier stud, in order to improve high pier construction progress, solving reinforcing bar binding job platform problem is top priority.
Utility model content
The purpose of this utility model be to provide a kind of ensure high pier reinforcing bar binding precision while, ensure construction operation personal security, the external stiff skeleton of high pier reinforcing bar binding of accelerating construction progress.
The technical scheme that the utility model is adopted for achieving the above object is: the external stiff skeleton of a kind of high pier reinforcing bar binding, comprise steel work main framing (1), safety guard net (2), guard rail (3), job platform (4), upper and lower cat ladder (5) and fixing templates (7), described safety guard net (2) is arranged on the outside of steel work main framing (1), guard rail (3) is connected with steel work main framing (1) respectively with upper and lower cat ladder (5), job platform (4) is arranged in steel work main framing (1), fixing templates (7) is arranged on steel work main framing (1).
Described steel work main framing (1) bottom is provided with tripod (6).
Described steel work main framing (1) is an all round closure structure, and top mouth is provided with suspension centre.
Described fixing templates (7) is provided with the bolt hole corresponding with Pier Formwork top mouth connecting hole.
The external stiff skeleton of a kind of high pier reinforcing bar binding of the utility model, positioning action can either be played to high pier construction reinforcing bar, safety protection function can be played again to reinforcing bar operating worker, and install simple, while guarantee reinforcing bar binding quality, also ensureing the safety of constructor, accelerating construction progress, is killing three birds with one stone.
Accompanying drawing explanation
Fig. 1 is the front view of the external stiff skeleton of a kind of high pier reinforcing bar binding of the utility model.
Fig. 2 is the top view of the external stiff skeleton of a kind of high pier reinforcing bar binding of the utility model.
Fig. 3 is the lateral view of the external stiff skeleton of a kind of high pier reinforcing bar binding of the utility model.
In figure: 1, steel work main framing; 2, safety guard net; 3, guard rail; 4, job platform; 5, upper and lower cat ladder; 6, tripod; 7, fixing templates.
Detailed description of the invention
As shown in Figure 1 to Figure 3, the external stiff skeleton of high pier reinforcing bar binding, comprise steel work main framing 1, safety guard net 2, guard rail 3, job platform 4, upper and lower cat ladder 5 and fixing templates 7, safety guard net 2 is arranged on the outside of steel work main framing 1, guard rail 3 is connected with steel work main framing 1 respectively with upper and lower cat ladder 5, job platform 4 is arranged in steel work main framing 1, fixing templates 7 is arranged on steel work main framing 1, fixing templates 7 directly contacts with template top mouth, and with bolt and template secure connection, fixing templates 7 prepared screw-bolt hole and Pier Formwork top mouth connecting hole are one to one, tripod 6 is installed bottom steel work main framing 1, steel work main framing 1 is an all round closure structure, top mouth is provided with suspension centre, can directly lift, on the mouth template of reinforcing bar binding precursor crane gear integral hoisting paramount pier top, adjusted position postpone and template adopt bolt to be reliably connected, after reinforcing bar binding completes, unclamp connecting bolt, entirety hangs this high pier, recycle successively, until complete whole high pier construction operation.
The external stiff skeleton of high pier reinforcing bar binding of the present utility model is as high pier stud reinforcing bar binding job platform, positioning action can either be played to high pier construction reinforcing bar, safety protection function can be played again to reinforcing bar operating worker, and install simple, while guarantee reinforcing bar binding quality, also ensure the safety of constructor, accelerating construction progress.

Claims (4)

1. the one kind high external stiff skeleton of pier reinforcing bar binding, it is characterized in that: comprise steel work main framing (1), safety guard net (2), guard rail (3), job platform (4), up and down cat ladder (5) and fixing templates (7), described safety guard net (2) is arranged on the outside of steel work main framing (1), guard rail (3) is connected with steel work main framing (1) respectively with upper and lower cat ladder (5), job platform (4) is arranged in steel work main framing (1), and fixing templates (7) is arranged on steel work main framing (1).
2. the external stiff skeleton of one according to claim 1 high pier reinforcing bar binding, is characterized in that: described steel work main framing (1) bottom is provided with tripod (6).
3. the external stiff skeleton of one according to claim 1 high pier reinforcing bar binding, is characterized in that: described steel work main framing (1) is an all round closure structure, and top mouth is provided with suspension centre.
4. the external stiff skeleton of one according to claim 1 high pier reinforcing bar binding, is characterized in that: described fixing templates (7) is provided with the bolt hole corresponding with Pier Formwork top mouth connecting hole.
CN201520693678.2U 2015-09-09 2015-09-09 External strength nature skeleton of high mound reinforcement Expired - Fee Related CN205000252U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520693678.2U CN205000252U (en) 2015-09-09 2015-09-09 External strength nature skeleton of high mound reinforcement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520693678.2U CN205000252U (en) 2015-09-09 2015-09-09 External strength nature skeleton of high mound reinforcement

Publications (1)

Publication Number Publication Date
CN205000252U true CN205000252U (en) 2016-01-27

Family

ID=55157149

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520693678.2U Expired - Fee Related CN205000252U (en) 2015-09-09 2015-09-09 External strength nature skeleton of high mound reinforcement

Country Status (1)

Country Link
CN (1) CN205000252U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106065572A (en) * 2016-06-17 2016-11-02 四川公路桥梁建设集团有限公司 A kind of method utilizing movable outrigger to realize the square pier quick location and installation of main muscle
CN108797350A (en) * 2018-06-01 2018-11-13 广州市第二市政工程有限公司 Stiff skeleton device and its construction method inside and outside a kind of king-post
CN111576233A (en) * 2020-05-29 2020-08-25 中铁一局集团有限公司 Round-end-shaped single-side slope-collecting type bridge high pier reinforcement binding protection frame and application method thereof
CN113431329A (en) * 2021-05-10 2021-09-24 浙江交工宏途交通建设有限公司 Circular truncated cone type hollow variable cross-section reinforced concrete pouring method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106065572A (en) * 2016-06-17 2016-11-02 四川公路桥梁建设集团有限公司 A kind of method utilizing movable outrigger to realize the square pier quick location and installation of main muscle
CN108797350A (en) * 2018-06-01 2018-11-13 广州市第二市政工程有限公司 Stiff skeleton device and its construction method inside and outside a kind of king-post
CN111576233A (en) * 2020-05-29 2020-08-25 中铁一局集团有限公司 Round-end-shaped single-side slope-collecting type bridge high pier reinforcement binding protection frame and application method thereof
CN113431329A (en) * 2021-05-10 2021-09-24 浙江交工宏途交通建设有限公司 Circular truncated cone type hollow variable cross-section reinforced concrete pouring method

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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

Granted publication date: 20160127

CF01 Termination of patent right due to non-payment of annual fee