CN109469098A - For concrete box cell structure inner template running gear - Google Patents

For concrete box cell structure inner template running gear Download PDF

Info

Publication number
CN109469098A
CN109469098A CN201811353559.7A CN201811353559A CN109469098A CN 109469098 A CN109469098 A CN 109469098A CN 201811353559 A CN201811353559 A CN 201811353559A CN 109469098 A CN109469098 A CN 109469098A
Authority
CN
China
Prior art keywords
steel form
movable castor
cell structure
running gear
adjustable collet
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.)
Pending
Application number
CN201811353559.7A
Other languages
Chinese (zh)
Inventor
李俊
曹晓博
刘瑜
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.)
Shanghai Foundation Engineering Group Co Ltd
Original Assignee
Shanghai Foundation Engineering 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 Shanghai Foundation Engineering Group Co Ltd filed Critical Shanghai Foundation Engineering Group Co Ltd
Priority to CN201811353559.7A priority Critical patent/CN109469098A/en
Publication of CN109469098A publication Critical patent/CN109469098A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/10Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells

Abstract

The present invention relates to one kind to be used for concrete box cell structure inner template running gear, including steel form, movable castor, adjustable collet, movable castor is respectively welded on the inside of the angle of the steel form bottom four, four angles in steel form bottom are respectively welded adjustable collet on outside;When steel form is mobile, steel form can be pushed by Manual-pushing by transferring position by movable castor;When steel form formwork, adjustable collet is adjusted, steel form is made to be fixed on ground, forms the support system of steel form.Concrete box cell structure internal model running gear of the invention is easy to operate, by movable castor and adjustable collet, is easily accomplished the construction operation of punching block position transfer and position fixation, greatlys save the manpower of this operation and the investment of time.

Description

For concrete box cell structure inner template running gear
Technical field
The present invention relates to a kind of concrete box cell structure, especially a kind of concrete box cell structure inner template running gear.
Background technique
The construction Difficulties such as pipe gallery engineering coverage is wide, construction access road is long, the duration is tight.Therefore, it is necessary to a kind of coagulations Native chamber structure internal mold running gear is easily accomplished punching block position transfer and position is fixed by movable castor and adjustable collet Construction operation, the manpower of this operation and the investment of time can be greatlyd save.
Summary of the invention
The present invention is to provide for one kind for concrete box cell structure inner template running gear, and the device is in moving die plate When, by movable castor, by Manual-pushing, punching block is easily subjected to promotion transferring position;When template formwork, adjustable bottom is adjusted Support, makes template be fixed on ground, forms the support system of template.
To achieve the above object, the technical scheme is that a kind of walk luggage for concrete box cell structure inner template It sets, including steel form, movable castor, adjustable collet, four angles in the steel form bottom are respectively welded movable castor on inside, Adjustable collet is respectively welded on the outside of the angle of steel form bottom four;When steel form is mobile, by movable castor, By Manual-pushing, steel form can be pushed transferring position;When steel form formwork, adjustable collet is adjusted, steel form is fixed In ground, the support system of steel form is formed.
Further, it is arranged in parallel between the adjustable collet and movable castor, its spacing 15cm.
The beneficial effects of the present invention are:
Castor is installed in steel form bottom four corners.When formwork erection, the adjustable collet of steel form bottom is adjusted, keeps castor separate Ground, fixed steel form;When demoulding, adjustable collet unclamp, make movable castor contact ground, so that it may push steel form continue to Next staged construction.
Concrete box cell structure internal model running gear of the invention is easy to operate, by movable castor and adjustable collet, gently The construction operation that pine completes punching block position transfer and position is fixed, greatlys save the manpower of this operation and the investment of time.
Detailed description of the invention
Fig. 1 is pipe gallery steel form cross-sectional view;
Fig. 2 pipe gallery steel form skiagraph;
In figure: (a) steel form section, (b) steel form side.
Specific embodiment
With reference to the accompanying drawing and specific example, the embodiment of this patent is further described.
Such as Fig. 1,2 (a), (b) shown in, of the invention is used for concrete box cell structure inner template running gear, including activity Castor 1 and adjustable collet 2.Using movable castor 1 common in scaffold system as the power-assisted of template movement.By four work Dynamic castor 1 is welded on the angle of punching block bottom four and (is set to inside), while four adjustable collets 2 are also welded in punching block bottom together Portion, with movable castor 1 at the parallel position (being set to outside) of spacing 15cm.When template movement, by movable castor 1, by people It pushes dynamic, punching block is easily subjected to promotion transferring position;When template formwork, adjustable collet 2 is adjusted, template is made to be fixed on ground, Form the support system of template.
Movable castor 1 and adjustable collet (2) are welded in punching block bottom together.Movable castor 1 was being shifted for punching block Moving operation in journey adjusts adjustable collet 2, is allowed to be fixed on bracket basis after punching block is moved to designated position.Above one Sequence of maneuvers is convenient for accomplishing the light transfer of steel form in chamber structure narrow space.
Concrete operation method are as follows:
(1) the adjustable collet 2 for adjusting steel form bottom, being allowed to steel form, highly being down to movable castor 1 is contacted with ground.
(2) steel form is pushed by manpower, steel form is made to be moved to next segment concrete box cell structure.
(3) adjustable collet 2 is adjusted, makes movable castor 1 far from opposite, steel form is caused to be fixed on corresponding position, avoid steel The voluntary activity that template is generated due to movable castor.

Claims (2)

1. one kind is used for concrete box cell structure inner template running gear, including steel form, movable castor, adjustable collet, special Sign is: being respectively welded movable castor, the angle of steel form bottom four on the inside of the angle of the steel form bottom four Adjustable collet is respectively welded on outside;It, can be by steel form by Manual-pushing by movable castor when steel form is mobile Push transferring position;When steel form formwork, adjustable collet is adjusted, steel form is made to be fixed on ground, forms the support of steel form System.
2. concrete box cell structure inner template running gear according to claim 1, it is characterised in that: the adjustable collet It is arranged in parallel between movable castor, its spacing 15cm.
CN201811353559.7A 2018-11-14 2018-11-14 For concrete box cell structure inner template running gear Pending CN109469098A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811353559.7A CN109469098A (en) 2018-11-14 2018-11-14 For concrete box cell structure inner template running gear

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811353559.7A CN109469098A (en) 2018-11-14 2018-11-14 For concrete box cell structure inner template running gear

Publications (1)

Publication Number Publication Date
CN109469098A true CN109469098A (en) 2019-03-15

Family

ID=65672629

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811353559.7A Pending CN109469098A (en) 2018-11-14 2018-11-14 For concrete box cell structure inner template running gear

Country Status (1)

Country Link
CN (1) CN109469098A (en)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2576355A1 (en) * 1985-01-18 1986-07-25 Cometal Formwork for building tunnels
CN203961992U (en) * 2014-06-16 2014-11-26 中建七局安装工程有限公司 Portable full framing chassis
CN106677211A (en) * 2017-01-24 2017-05-17 中国建筑第二工程局有限公司 Early-dismantling fabricated pipe rack aluminum formwork trolley system capable of integrally pouring walls and top plate and construction method of system
CN107165191A (en) * 2017-05-26 2017-09-15 中国十九冶集团有限公司 City integrated piping lane mould and its application method
CN206538790U (en) * 2017-03-03 2017-10-03 湖南五新模板有限公司 Interior mould trolley is used in a kind of cast-in-place pipe gallery construction
CN206928326U (en) * 2017-07-17 2018-01-26 中建三局第三建设工程有限责任公司 A kind of fabricated construction mobile formwork
CN206971268U (en) * 2017-06-22 2018-02-06 中国建筑第八工程局有限公司 The working top plate mobile formwork body of underground pipe gallery
CN108265749A (en) * 2018-01-19 2018-07-10 上海建工四建集团有限公司 A kind of combined steel template and application method for municipal administration synthesis pipe gallery

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2576355A1 (en) * 1985-01-18 1986-07-25 Cometal Formwork for building tunnels
CN203961992U (en) * 2014-06-16 2014-11-26 中建七局安装工程有限公司 Portable full framing chassis
CN106677211A (en) * 2017-01-24 2017-05-17 中国建筑第二工程局有限公司 Early-dismantling fabricated pipe rack aluminum formwork trolley system capable of integrally pouring walls and top plate and construction method of system
CN206538790U (en) * 2017-03-03 2017-10-03 湖南五新模板有限公司 Interior mould trolley is used in a kind of cast-in-place pipe gallery construction
CN107165191A (en) * 2017-05-26 2017-09-15 中国十九冶集团有限公司 City integrated piping lane mould and its application method
CN206971268U (en) * 2017-06-22 2018-02-06 中国建筑第八工程局有限公司 The working top plate mobile formwork body of underground pipe gallery
CN206928326U (en) * 2017-07-17 2018-01-26 中建三局第三建设工程有限责任公司 A kind of fabricated construction mobile formwork
CN108265749A (en) * 2018-01-19 2018-07-10 上海建工四建集团有限公司 A kind of combined steel template and application method for municipal administration synthesis pipe gallery

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Application publication date: 20190315