CN203559571U - Movable rail type climbing frame of all-steel structure - Google Patents

Movable rail type climbing frame of all-steel structure Download PDF

Info

Publication number
CN203559571U
CN203559571U CN201320487804.XU CN201320487804U CN203559571U CN 203559571 U CN203559571 U CN 203559571U CN 201320487804 U CN201320487804 U CN 201320487804U CN 203559571 U CN203559571 U CN 203559571U
Authority
CN
China
Prior art keywords
steel structure
climbing frame
main frame
column
moving rail
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
CN201320487804.XU
Other languages
Chinese (zh)
Inventor
刘太峰
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.)
XINGHEREN CONSTRUCTION TECHNOLOGY Co Ltd BEIJING
Original Assignee
XINGHEREN CONSTRUCTION TECHNOLOGY Co Ltd BEIJING
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 XINGHEREN CONSTRUCTION TECHNOLOGY Co Ltd BEIJING filed Critical XINGHEREN CONSTRUCTION TECHNOLOGY Co Ltd BEIJING
Priority to CN201320487804.XU priority Critical patent/CN203559571U/en
Application granted granted Critical
Publication of CN203559571U publication Critical patent/CN203559571U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Movable Scaffolding (AREA)

Abstract

The utility model relates to a climbing frame used for building construction and especially relates to the movable rail type climbing frame of an all-steel structure. The movable rail type climbing frame comprises a base 13, column tracks 4 and outer main frame columns 14. The column tracks 4 and the outer main frame columns 14 are vertically fixed on the base 13. An upper end and a lower end are connected via first connection members 2 and second connection members 3. Horizontal trusses 6 are arranged between the column tracks 4 and the outer main frame columns 14. Scaffold boards 7 are laid at corresponding positions. The movable rail type climbing frame of the all-steel structure is convenient in installation and simple in operation and is safe and reliable and is of great social and economic benefit.

Description

A kind of moving rail formula full steel structure climbing frame
Technical field
The utility model relates to the climbing frame using in a kind of building operations, specifically a kind of moving rail formula full steel structure climbing frame.
Background technology
At present, in Tall Reinforced Concrete Buildings construction, exterior wall scaffold adopts raise scaffold more, but all there are some shortcomings in current used lifting scaffold device, because the loose mail of adapted is too much, in the time of in carrying way, easily there is neglected loading, misloading accessory, damage parts and loss, distortion, safeguard procedures shortcoming, has brought very large difficulty to management and operation, thereby has brought very large potential safety hazard to constructor.
Utility model content
The purpose of this utility model is to solve above-mentioned deficiency of the prior art, a kind of full steel structure climbing frame is provided, all with bolts, avoided common climbing frame part easily to damage causing the support body can not normal operating, scaffold floor and protective screening all adopt full steel structure, to workman, create a working environment that safety factor is high.The utility model is achieved through the following technical solutions:
A moving rail formula full steel structure climbing frame, comprises base 13, column track 4 and main frame outer column 14, and described column track 4 and main frame outer column 14 are uprightly fixed on base 13, and respectively upper and lower two ends is connected with the second connector 3 by the first connector 2; Between described column track 4 and main frame outer column 14, horizontal truss 6 is installed, and is laid scaffold floor 7 at correspondence position.
Further, in technique scheme, the position that described column track 4 is installed horizontal truss 6 is installed with attached wall guide holder 1, on described attached wall guide holder 1, is provided with off-load seat 8.
Further, in technique scheme, lift frame 9 and electric block 11 are installed between described column track 4 and main frame outer column 14, between described lift frame 9 and electric block 11, are provided with by load controller 10 and are connected; Described electric block 11 is connected with base 13 by wire rope 12.
Further, in technique scheme, described climbing frame is 4 layer of half structure, and 5 groups of horizontal truss 6 and scaffold floor 7 are installed between described column track 4 and main frame outer column 14 altogether; Described main frame outer column 14 is installed expanded metal lath 5 between each layer.
Further, the position of every layer of horizontal truss 6 is all provided with 3 attached wall guide holders 1.
The moving rail formula full steel structure climbing frame that the utility model provides is easy for installation, simple to operate, safe and reliable, has good Social benefit and economic benefit.
Accompanying drawing explanation
Fig. 1 is the utility model general structure schematic diagram;
Fig. 2 is cross-sectional view of the present utility model;
Fig. 3 is attached wall, off-load, hoisting mechanism node schematic diagram.
In figure: 1-attached wall guide holder; 2-the first connector; 3-the second connector; 4-column track; 5-expanded metal lath; 6-horizontal truss; 7-scaffold floor; 8-off-load seat; 9-lift frame; 10-load controller; 11-electric block; 12-wire rope; 13-base; 14-main frame outer column.
The specific embodiment
Below in conjunction with Figure of description, the utility model is described in further details.
Enter shown in Fig. 1, Fig. 2, column track 4, main frame outer column 14 are uprightly fixed on full steel frame base 13, with first, second connector 2,3 of main frame, column track 4 and main frame outer column are coupled together at two ends Shang Xia 14; Then first floor truss 6 is installed, is laid first floor scaffold floor 7, expanded metal lath 5 is installed.The two-layer rear assigned address that is lifted into structure with tower crane is installed.Need attached wall guide holder 1 is structurally installed in advance, and carry out off-load with off-load seat 8, remainder is installed after completing again.Lift frame 9, electric block 11, wire rope 12 are finally installed in the middle of climbing frame, between electric block 11 and lift frame 9, load controller 10 are installed.
4 layer of half structure of moving rail formula full steel structure climbing frame bedding that the utility model provides, each promotes seat in the plane three attached wall guide holders is installed.Attached wall seat is installed pre-buried need to carry out according to layout plan pre-buried, guarantee layer with layer pre-buried between verticality.
The lifting of the moving rail formula full steel structure climbing frame that the utility model provides is to adopt electric block to promote.
The content of technique scheme is only disclosing that preferred embodiment of the present utility model is done, and can not be used for limiting the utility model, and the content that protection domain of the present utility model should be defined with the application's claim protection domain is as the criterion.Anyly have the knack of the art person, within not departing from spirit and scope of the present utility model, various variations of doing or be equal to replacement, all should belong to protection domain of the present utility model.

Claims (5)

1. a moving rail formula full steel structure climbing frame, it is characterized in that: comprise base (13), column track (4) and main frame outer column (14), it is upper that described column track (4) and main frame outer column (14) are uprightly fixed on base (13), and respectively upper and lower two ends are connected with the second connector (3) by the first connector (2); Between described column track (4) and main frame outer column (14), horizontal truss (6) is installed, and is laid scaffold floor (7) at correspondence position.
2. a kind of moving rail formula full steel structure climbing frame as claimed in claim 1, it is characterized in that: the position that described column track (4) is installed horizontal truss (6) is installed with attached wall guide holder (1), is provided with off-load seat (8) on described attached wall guide holder (1).
3. a kind of moving rail formula full steel structure climbing frame as claimed in claim 1, it is characterized in that: lift frame (9) and electric block (11) are installed between described column track (4) and main frame outer column (14), between described lift frame (9) and electric block (11), are provided with by load controller (10) and are connected; Described electric block (11) is connected with base (13) by wire rope (12).
4. a kind of moving rail formula full steel structure climbing frame as claimed in claim 1, is characterized in that: climbing frame is 4 layer of half structure, and 5 groups of horizontal truss (6) and scaffold floor (7) are installed between described column track (4) and main frame outer column (14); Described main frame outer column (14) is installed expanded metal lath (5) between each layer.
5. a kind of moving rail formula full steel structure climbing frame as described in claim 2 or 4, is characterized in that: the position of every layer of horizontal truss (6) is all provided with 3 attached wall guide holders (1).
CN201320487804.XU 2013-08-11 2013-08-11 Movable rail type climbing frame of all-steel structure Expired - Fee Related CN203559571U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320487804.XU CN203559571U (en) 2013-08-11 2013-08-11 Movable rail type climbing frame of all-steel structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320487804.XU CN203559571U (en) 2013-08-11 2013-08-11 Movable rail type climbing frame of all-steel structure

Publications (1)

Publication Number Publication Date
CN203559571U true CN203559571U (en) 2014-04-23

Family

ID=50509302

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320487804.XU Expired - Fee Related CN203559571U (en) 2013-08-11 2013-08-11 Movable rail type climbing frame of all-steel structure

Country Status (1)

Country Link
CN (1) CN203559571U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107989362A (en) * 2017-11-29 2018-05-04 盐城新世杰科技有限公司 A kind of dynamic rail formula full steel structure climbing frame
CN112376882A (en) * 2020-11-17 2021-02-19 浙江铠甲建筑科技有限公司 Hydraulic climbing type outer wall scaffold

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107989362A (en) * 2017-11-29 2018-05-04 盐城新世杰科技有限公司 A kind of dynamic rail formula full steel structure climbing frame
CN112376882A (en) * 2020-11-17 2021-02-19 浙江铠甲建筑科技有限公司 Hydraulic climbing type outer wall scaffold

Similar Documents

Publication Publication Date Title
CN103266779A (en) Lifting slippage construction device for crossing horizontal obstacle and method thereof
CN105019664A (en) High-altitude slipping installation method for compartment-type electric room
CN203559571U (en) Movable rail type climbing frame of all-steel structure
CN204625045U (en) A kind of steel structure hoisting door shaped stent formula hanging apparatus
CN204754160U (en) Rail mounted removes work platform
CN203547125U (en) Column type overall steel platform hydraulic creeping formwork
CN203783105U (en) Fast construction operating platform used for section steel column interior pouring concrete
CN202785387U (en) Indoor cantilever crane
CN202441045U (en) Rail-type electric attached lifting scaffold
CN204190233U (en) A kind of low pressure rod-type power distribution cabinet operating platform
CN202729645U (en) Tower crane with elevator
CN207063484U (en) Movable operation platform for corridor construction
CN108625275A (en) A kind of stiffening girder of suspension bridge section installation method
CN204873491U (en) Self -supporting does not have crossbeam hoist system
CN107675892A (en) A kind of glass curtain wall monorail hoisting structure
CN204126237U (en) A kind of elevator hoistway construction platform
CN207226943U (en) A kind of double crossbeam synchronous hoisting devices
CN204823735U (en) Crane girder structure
CN209009922U (en) The tool for supporting and being promoted for super high-rise building duplex elevator computer room
CN206751210U (en) The multi-thread boom hoisting of shiftable track
CN206737358U (en) A kind of prefabricated assembled steel reinforced concrete framework elevator shaft structure
CN205151579U (en) Two horizontal arm hoists
CN204847989U (en) Asymmetric swing crane; derrick of track
CN110748140A (en) Track beam hanging basket special for stepped curtain wall
CN210917021U (en) Movable operating platform for bridge pier body

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: 20140423

Termination date: 20190811