CN202970717U - Auxiliary hanging scaffold for sheath wall - Google Patents

Auxiliary hanging scaffold for sheath wall Download PDF

Info

Publication number
CN202970717U
CN202970717U CN 201220570488 CN201220570488U CN202970717U CN 202970717 U CN202970717 U CN 202970717U CN 201220570488 CN201220570488 CN 201220570488 CN 201220570488 U CN201220570488 U CN 201220570488U CN 202970717 U CN202970717 U CN 202970717U
Authority
CN
China
Prior art keywords
disk body
hanging scaffold
lower floor
scaffold
group
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
CN 201220570488
Other languages
Chinese (zh)
Inventor
陆鹏举
孙家亮
方体利
郭保国
刘宁
张品峰
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.)
CHINA COAL MINE CONSTRUCTION GROUP Co Ltd
CHINA COAL SEVENTY-ONE ENGINEERING DEPARTMENT
Original Assignee
CHINA COAL MINE CONSTRUCTION GROUP Co Ltd
CHINA COAL SEVENTY-ONE ENGINEERING DEPARTMENT
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 CHINA COAL MINE CONSTRUCTION GROUP Co Ltd, CHINA COAL SEVENTY-ONE ENGINEERING DEPARTMENT filed Critical CHINA COAL MINE CONSTRUCTION GROUP Co Ltd
Priority to CN 201220570488 priority Critical patent/CN202970717U/en
Application granted granted Critical
Publication of CN202970717U publication Critical patent/CN202970717U/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 an auxiliary hanging scaffold for a sheath wall, which is characterized in that an upper layer scaffold body (1) is connected with a lower layer scaffold body (7) by a group of support rods (10), wherein a heavy frame (6) and a reinforcement mesh (8) are connected with the lower layer scaffold body (7), and a floor plate (4) is connected with the upper layer scaffold body (1). The hanging scaffold has the advantages that 1, the hanging scaffold is in a two-layer structure, a protection requirement of a working area is met, and the safety of sheath wall construction is improved; 2, the hanging scaffold is simple in structure, light in mass, convenient to mount and dismount, and low in cost; 3, no sundry accumulation can be caused on the hanging scaffold, no extra weight can be added in a continuous using process, and not too much manpower is required for cleaning; and 4, the hanging scaffold can serve as an operating platform of other construction technologies in a well shaft construction process, and an application value is raised.

Description

Jacket wall is assisted hanging scaffold
Technical field:
The utility model relates to a kind of working platform of building inner layer well wall that overlaps, particularly a kind of auxiliary hanging scaffold of building inner layer well wall that overlaps.
Background technology:
The shaft wall in surface soil of construction freezing method and weathered rocks section generally are designed to inside and outside double-layer wall of well structure, namely carry out inner wall sleeve after outer wall excavation and lining is completed and build construction, and adopting steel splice formwork over-form construction inwall is a kind of construction technology commonly used.Over-form construction namely adopts nearly ten number cover templates to build piecemeal wall from bottom to top, in the time of upper group decking wall, the bottom stripping, top is delivered in the template lifting to be recycled for it, need to establish interim hanging scaffold in the bottom as the working platform of stripping, interim hanging scaffold generally adopts lifting rope to be suspended on lower floor's disk body girder steel of shaft construction hanging scaffold for this reason.Existing interim hanging scaffold Shortcomings part: hanging scaffold is overweight, and the safety factor of shaft construction sinking platform suspending rope is lower; Hanging scaffold is single layer structure, and without upper strata protection canopy, the constructor does not ensure safely.
The utility model content:
Order of the present utility model is that existing hanging scaffold is overweight in order to solve, the safety factor of shaft construction sinking platform suspending rope is lower, poor stability shortcoming and the auxiliary hanging scaffold of a kind of jacket wall that proposes.
To achieve these goals, the utility model has adopted following technical scheme:
Jacket wall is assisted hanging scaffold, comprise lower floor's disk body, lower floor's disk body is comprised of a steel ring and one group of girder steel, girder steel is fixed on steel ring, it is netted that girder steel is fixed composition by connector, then is connected on steel ring connecting reinforcement net on lower floor's disk body, it is characterized in that: connect supporting frame below lower floor's disk body, be connected by U-bolt with supporting frame at lower floor's disk body and connect lifting rope.
On the basis of technique scheme, following further technical scheme can be arranged:
A upper strata disk body is set, the upper strata disk body is comprised of a steel ring and one group of girder steel, it is netted that girder steel is fixed composition by connector, then be connected on steel ring, connect bed board above the disk body of upper strata, be provided with two circular holes on bed board, connect horn mouth on circular hole, connect four equally distributed rope protecting devices on bed board, lifting rope passes rope protecting device and is connected on lower floor's disk body and supporting frame by U-bolt, and the upper strata disk body is connected on lower floor's disk body by six equally distributed support bars.
The utility model has the advantage of: 1, hanging scaffold is double-decker, has satisfied the protection needs of workspace, improves the safety of jacket wall construction; 2, simple in structure, quality is light, mounting or dismounting are convenient and cost is low; 3, hanging scaffold is difficult for accumulating foreign material, can not increase extra weight because of continuing to use, and needn't drop into too much manpower to keep clean; 4, this hanging scaffold can also be held a concurrent post the operating platform of other construction technology in shaft construction, has improved using value.
Description of drawings:
Fig. 1 is basic structure schematic diagram of the present utility model;
Fig. 2 is the B-B view of Fig. 1;
Fig. 3 is the C-C view of Fig. 1;
Fig. 4 is the A-A zoomed-in view of Fig. 1.
The specific embodiment:
As shown in Figure 1, jacket wall is assisted hanging scaffold, comprise lower floor's disk body 7, lower floor's disk body 7, lower floor's disk body 7 forms (as shown in Figure 3) by a steel ring 7a and one group of girder steel 7b, and it is netted that girder steel 7b fixes composition by connector, then be connected on steel ring 7a, connecting reinforcement net 8 on lower floor's disk body 7 is characterized in that: the bottom of lower floor's disk body 7 connects supporting frame 6 by U-bolt 12, passes through i iron 14 connection legs 13 on supporting frame 6.
As shown in Figure 1, 2, layer disk body 1 is connected on lower floor's disk body 7 by 6 uniform support bars 10, upper strata disk body 1 is comprised of a steel ring 1a and one group of girder steel 1b, it is netted that girder steel 1b fixes composition by connector, then be connected on steel ring 1a, connect bed board 4 above upper strata disk body 1, be provided with the circular hole 2 of two on bed board 4, connect horn mouth 3 on circular hole 2, connect four even distribution rope protecting devices 5 on bed board 4.
As shown in Figure 1, 2, 3, connect lifting rope 9a by U-bolt 12 on lower floor's disk body 7, lifting rope 9a passes respectively rope protecting device 5a and 5b, lifting rope 9b in the middle of connecting respectively by U-bolt 12 on heavy framework 6, and middle lifting rope 9b passes respectively rope protecting device 5c and 5d.

Claims (3)

1. jacket wall is assisted hanging scaffold, comprise lower floor's disk body (7), lower floor's disk body (7) is comprised of a steel ring (7a) and one group of girder steel (7b), girder steel (7b) is fixed on steel ring (7a), at the upper connecting reinforcement net (8) of lower floor's disk body (7), it is characterized in that: connect supporting frame (6) below lower floor's disk body (7), be connected 6 at lower floor's disk body (7) with supporting frame) on connect respectively lifting rope (9a) and middle lifting rope (9b).
2. jacket wall according to claim 1 is assisted hanging scaffold, it is characterized in that: a upper strata disk body (1) is set, upper strata disk body (1) is comprised of a steel ring (1a) and one group of girder steel (1b), girder steel (1b) is fixed on steel ring (1a), connect bed board (4) on upper strata disk body (1), be provided with the circular hole (2) of 2 on bed board (4), at the upper horn mouth (3) that connects of circular hole (2), upper strata disk body (1) is connected on lower floor's disk body (7) by one group of support bar (10).
3. jacket wall according to claim 2 is assisted hanging scaffold, it is characterized in that: the upper one group of rope protecting device (5) that connects of bed board (4), lifting rope (9a) and middle lifting rope (9b) pass rope protecting device (5) and are connected on lower floor's disk body (7) and supporting frame (6).
CN 201220570488 2012-11-01 2012-11-01 Auxiliary hanging scaffold for sheath wall Expired - Fee Related CN202970717U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220570488 CN202970717U (en) 2012-11-01 2012-11-01 Auxiliary hanging scaffold for sheath wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220570488 CN202970717U (en) 2012-11-01 2012-11-01 Auxiliary hanging scaffold for sheath wall

Publications (1)

Publication Number Publication Date
CN202970717U true CN202970717U (en) 2013-06-05

Family

ID=48511804

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220570488 Expired - Fee Related CN202970717U (en) 2012-11-01 2012-11-01 Auxiliary hanging scaffold for sheath wall

Country Status (1)

Country Link
CN (1) CN202970717U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104948194A (en) * 2015-06-24 2015-09-30 内蒙古伊泰广联煤有限责任公司 Maintenance technology for liquid foam in concrete inner-layer well wall of freezing shaft
CN107060768A (en) * 2017-05-25 2017-08-18 兖州煤业股份有限公司 Double-deck multipurpose mortar depositing construction platform in pit shaft

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104948194A (en) * 2015-06-24 2015-09-30 内蒙古伊泰广联煤有限责任公司 Maintenance technology for liquid foam in concrete inner-layer well wall of freezing shaft
CN107060768A (en) * 2017-05-25 2017-08-18 兖州煤业股份有限公司 Double-deck multipurpose mortar depositing construction platform in pit shaft
CN107060768B (en) * 2017-05-25 2018-08-21 兖州煤业股份有限公司 Double-deck multipurpose mortar depositing construction platform in pit shaft

Similar Documents

Publication Publication Date Title
CN107044090B (en) A kind of construction method of dual deck bridge
CN206053285U (en) A kind of modular assembly of high-altitude overlength is encorbelmented steel platform
CN101725111B (en) Totally enclosed cradle and construction method for suspending cast of concrete by using same
CN108643938B (en) Smooth surface shotcrete supporting structure of deep coal mine tunnel and construction method thereof
CN201598820U (en) Single point suspension external hanging bracket
CN202970717U (en) Auxiliary hanging scaffold for sheath wall
CN201627587U (en) Overhang operating platform fixedly connected onto complete sectional hydraulic trolley
CN205954489U (en) Stride cast -in -place space of business line steel structure construction protection on bridge and move movable support
CN207512610U (en) A kind of assembled bridge pier construction operation platform
CN206986907U (en) A kind of side slope down-the-hole drill drilling operation platform
CN206903256U (en) Assembled integral concrete shear wall structure regularization safety net
CN103321438B (en) A kind of modular protection marguise of large cantilever being applicable to high-building construction
CN104131706A (en) Vertical steel bar two-layer connecting structure of concrete framework structure and construction method of vertical steel bar two-layer connecting structure
CN201801820U (en) Safety-protecting externally-hung device of falling object-resistant hanging basket
CN107587711A (en) A kind of regularization assembled overhanging protection canopy and its assembly method
CN109944164A (en) Jack up hollow thin-walled high pier roller die system and its construction method
CN206467577U (en) Cast-in-place box beam bracket
CN205134921U (en) Building outer wall concrete constructional column hangs construction platform
CN210239139U (en) Cornice template supporting device
CN204038917U (en) Dismountable external hanging service platform
CN107217685A (en) A kind of Portable piping lane side wall formwork jumbo
CN205654104U (en) Steel construction lifting platform
CN203034914U (en) Demountable rail structure
CN202831591U (en) Special-shaped truss operation platform capable of hoisting to super high space
CN207073274U (en) A kind of super high rise building it is dual from hoisting type outer climbing frame

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: 20130605

Termination date: 20161101

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