CN207943803U - Diaphram wall steel reinforcement cage lifting device under overpass - Google Patents

Diaphram wall steel reinforcement cage lifting device under overpass Download PDF

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Publication number
CN207943803U
CN207943803U CN201820183274.2U CN201820183274U CN207943803U CN 207943803 U CN207943803 U CN 207943803U CN 201820183274 U CN201820183274 U CN 201820183274U CN 207943803 U CN207943803 U CN 207943803U
Authority
CN
China
Prior art keywords
steel reinforcement
movable stand
reinforcement cage
overpass
diaphram 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
CN201820183274.2U
Other languages
Chinese (zh)
Inventor
刘广沛
陈礼博
杨琼鹏
马斌
孙静宇
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 Railway Tunnel Stock Co Ltd
Original Assignee
China Railway Tunnel Stock 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 China Railway Tunnel Stock Co Ltd filed Critical China Railway Tunnel Stock Co Ltd
Priority to CN201820183274.2U priority Critical patent/CN207943803U/en
Application granted granted Critical
Publication of CN207943803U publication Critical patent/CN207943803U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides diaphram wall steel reinforcement cage lifting device under a kind of overpass, including guide rail, movable stand, lifting gear and draft gear, the movable stand includes frame body and the castor that is located at the frame body bottom end and is used with guide rail, the movable stand frame body is cuboid framework, the front, rear, left and right four sides of the movable stand is equipped with crossbeam and diagonal brace, the top end face of the movable stand is equipped with steel reinforcement cage entrance and the lifting gear, the movable stand bottom face is exported equipped with steel reinforcement cage, and the arranged on left and right sides of the movable stand is connect with the draft gear.Diaphram wall steel reinforcement cage lifting device can perform well in the lifting of the diaphram wall steel reinforcement cage under overpass under the utility model overpass, solve the problems, such as under overpass because construction site clearance structure height limitation can not use general gantry crane to carry out reinforcing bar cage hoisting.

Description

Diaphram wall steel reinforcement cage lifting device under overpass
Technical field
The utility model belongs to the construction field of diaphram wall, more particularly to diaphram wall steel under a kind of overpass Muscle cage boom hoisting.
Background technology
Diaphram wall is that foundation engineering uses a kind of trench machine on the ground, along all side axis of deep excavation project Line excavates out a long and narrow deep trouth under the conditions of mud off, after clear slot, steel reinforcement cage is hung in slot, then uses tremie method Underwater concreting with tremie method builds up a unit groove section, so carries out paragraph by paragraph, and continuous reinforced concrete wall together is built up in underground Wall, as intercept water, antiseepage, load-bearing, water-retaining structure.This law feature is:Construction Vibration is small, and wall stiffness is big, good integrity, construction Speed is fast, can save the cubic metre of earth and stone, can be used in intensive building building deep foundation pit support and carries out reverse construction, can be used for various Under geological conditions, including construction etc. in sandy soil layer, grain size 50mm sandy gravel stratums below.Underground suitable for construction of buildings Room, market place builet below the ground, parking lot, oil cellar, retaining wall, the deep foundation of skyscraper, reverse construction building enclosure, industry are built Deep pond, the hole built;Vertical shaft etc..
However as the increase of production region conditions complexity in underground space development, in fact it could happen that needs are constructed under overpass Deep-foundation pit engineering, since construction site headroom is limited by structure height under overpass, steel reinforcement cage in construction of diaphragm wall Existing gantry crane can not be used by hanging, this just needs a kind of steel reinforcement cage lifting device that can be suitably used under overpass.
Invention content
In order to more preferably solve it is above-mentioned the problems of in the prior art, the use of the new type provides underground under a kind of overpass Diaphragm wall steel reinforcement cage lifting device.
In order to achieve the above-mentioned object of the invention, the technical solution of the utility model is:Diaphram wall steel under a kind of overpass Muscle cage boom hoisting, wherein including guide rail, movable stand, lifting gear and draft gear, the movable stand includes frame body and is located at The frame body bottom end and the castor used with guide rail, the movable stand frame body are cuboid framework, before the movable stand, Afterwards, left and right four sides is equipped with crossbeam and diagonal brace, and the top end face of the movable stand is equipped with steel reinforcement cage entrance and the lifting gear, The movable stand bottom face is exported equipped with steel reinforcement cage, and the arranged on left and right sides of the movable stand is connect with the draft gear.
The lifting gear is four electric hoists, and the electric hoist is arranged in the quadrangle on movable stand top.
The draft gear is hoist engine.
The guide rail is laid on continuous wall trench underground both sides and extends on the ground outside overpass.
The movable stand height is 6-7 meters.
The castor has 4-8, and column or reinforcing prop are equipped with above the castor.
Advantageous effect:
1, diaphram wall steel reinforcement cage lifting device can perform well under overpass under the utility model overpass The lifting of diaphram wall steel reinforcement cage has well solved under overpass because construction site clearance structure height limitation can not use The problem of general gantry crane carries out reinforcing bar cage hoisting.Under the utility model overpass in diaphram wall steel reinforcement cage lifting device Guide rail, which is laid on, leads on wall and extends to the place other than overpass, and first steel reinforcement cage is lifted into from movable stand entrance with crawler crane In movable stand, and steel reinforcement cage is fixed in movable stand, then movable stand is drawn to steel reinforcement cage at slot section with draft gear Accurate to hang into slot, the guide rail laying outside overpass can make in reinforcing bar cage hoisting to movable stand not by overpass head room Influence so that the lifting of steel reinforcement cage is smoothed out.
2, diaphram wall steel reinforcement cage lifting device is simple in structure under the utility model overpass, easy to use, is easy to real It applies and promotes.Movable stand under the utility model overpass in diaphram wall steel reinforcement cage lifting device to lift the steel in it Muscle cage can utilize rope or other fixing pieces to be fixed in movable stand well so that movable stand is under the traction of draft gear Steel reinforcement cage is stablized with movable stand to be moved, easy to use to realize that steel reinforcement cage enters being smoothed out for slot or docking.
Description of the drawings
Fig. 1 is the stereogram of diaphram wall steel reinforcement cage lifting device under the utility model overpass;
Fig. 2 is the vertical view of diaphram wall steel reinforcement cage lifting device under the utility model overpass;
Fig. 3 is the upward view that diaphram wall steel reinforcement cage lifting device omits lifting gear under the utility model overpass;
Guide rail 1 in the figure, movable stand 2, lifting gear 3, draft gear 4, castor 5, crossbeam 6, diagonal brace 7, steel reinforcement cage entrance 8, steel reinforcement cage outlet 9.
Specific implementation mode
Below in conjunction with the accompanying drawings, by specific embodiment, the invention will be further described.Following embodiment is descriptive , it is not restrictive, protection scope of the present invention cannot be limited with this.
Embodiment 1
Referring to Fig. 1, Fig. 2, diaphram wall steel reinforcement cage lifting device under a kind of overpass, wherein mobile including guide rail 1 Frame 2, lifting gear 3 and draft gear 4, the movable stand 2 include frame body and are located at the frame body bottom end and are matched with guide rail 1 and make Castor 5,2 frame body of the movable stand are cuboid framework, and the front, rear, left and right four sides of the movable stand is equipped with crossbeam 6 It is equipped with steel reinforcement cage entrance 8 and the lifting gear 3 with the top end face of diagonal brace 7, the movable stand 2,2 bottom face of the movable stand is set There is steel reinforcement cage to export 9, the arranged on left and right sides of the movable stand 2 is connect with the draft gear 4.
The lifting gear 3 is four electric hoists, and the electric hoist is arranged in the quadrangle on movable stand top.
The draft gear 4 is hoist engine.
The guide rail 1 is laid on continuous wall trench underground both sides and extends on the ground outside overpass.
2 height of the movable stand is 5-7 meters.
The castor 5 has 4-8, and column or reinforcing prop are equipped with above the castor.
Diaphram wall steel reinforcement cage lifting device under the utility model overpass is in use, due to the utility model overpass Guide rail in lower diaphram wall steel reinforcement cage lifting device, which is laid on, leads on wall and extends to the place other than overpass, first with shoe Band hangs a steel reinforcement cage and is lifted into movable stand from movable stand entrance, and steel reinforcement cage is fixed in movable stand, then with traction dress It sets movable stand to be drawn at slot section and accurately hangs steel reinforcement cage into slot, the guide rail laying outside overpass can make steel reinforcement cage hang Being filled in movable stand is not influenced by overpass head room so that the lifting of steel reinforcement cage is smoothed out, and has well solved height The problem of general gantry crane can not being used to carry out reinforcing bar cage hoisting because of construction site clearance structure height limitation under bridge formation.

Claims (6)

1. diaphram wall steel reinforcement cage lifting device under a kind of overpass, it is characterised in that:Including guide rail, movable stand, lifting dress It sets and draft gear, the movable stand includes frame body and the castor that is located at the frame body bottom end and is used with guide rail, described Movable stand frame body is cuboid framework, and the front, rear, left and right four sides of the movable stand is equipped with crossbeam and diagonal brace, the movable stand Top end face be equipped with steel reinforcement cage entrance and the lifting gear, the movable stand bottom face be equipped with steel reinforcement cage outlet, the movement The arranged on left and right sides of frame is connect with the draft gear.
2. diaphram wall steel reinforcement cage lifting device under overpass as described in claim 1, it is characterised in that:The lifting dress Four electric hoists are set to, the electric hoist is arranged in the quadrangle on movable stand top.
3. diaphram wall steel reinforcement cage lifting device under overpass as described in claim 1, it is characterised in that:The traction dress It is set to hoist engine.
4. diaphram wall steel reinforcement cage lifting device under overpass as described in claim 1, it is characterised in that:The guide rail paving It is located in the ground continuous wall trench both sides and extends on the ground outside overpass.
5. diaphram wall steel reinforcement cage lifting device under overpass as described in claim 1, it is characterised in that:The movable stand Height is 6-7 meters.
6. diaphram wall steel reinforcement cage lifting device under overpass as described in claim 1, it is characterised in that:The castor has 4-8.
CN201820183274.2U 2018-02-02 2018-02-02 Diaphram wall steel reinforcement cage lifting device under overpass Expired - Fee Related CN207943803U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820183274.2U CN207943803U (en) 2018-02-02 2018-02-02 Diaphram wall steel reinforcement cage lifting device under overpass

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820183274.2U CN207943803U (en) 2018-02-02 2018-02-02 Diaphram wall steel reinforcement cage lifting device under overpass

Publications (1)

Publication Number Publication Date
CN207943803U true CN207943803U (en) 2018-10-09

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ID=63698922

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820183274.2U Expired - Fee Related CN207943803U (en) 2018-02-02 2018-02-02 Diaphram wall steel reinforcement cage lifting device under overpass

Country Status (1)

Country Link
CN (1) CN207943803U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109650261A (en) * 2019-01-24 2019-04-19 中铁十四局集团大盾构工程有限公司 A kind of constructing device for the box culvert prefabricated component assembly of tunnel side
CN111764374A (en) * 2020-05-28 2020-10-13 浙江土工岩土科技有限公司 Construction method of underground continuous wall in low-clearance environment

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109650261A (en) * 2019-01-24 2019-04-19 中铁十四局集团大盾构工程有限公司 A kind of constructing device for the box culvert prefabricated component assembly of tunnel side
CN111764374A (en) * 2020-05-28 2020-10-13 浙江土工岩土科技有限公司 Construction method of underground continuous wall in low-clearance environment

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GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20181009

Termination date: 20220202

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