CN103669229A - Device for preventing arch frame from rolling over in dragging process - Google Patents

Device for preventing arch frame from rolling over in dragging process Download PDF

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Publication number
CN103669229A
CN103669229A CN201410002753.6A CN201410002753A CN103669229A CN 103669229 A CN103669229 A CN 103669229A CN 201410002753 A CN201410002753 A CN 201410002753A CN 103669229 A CN103669229 A CN 103669229A
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CN
China
Prior art keywords
arch
iron
bracket
bow member
dilatory
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Granted
Application number
CN201410002753.6A
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Chinese (zh)
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CN103669229B (en
Inventor
李正元
彭思甜
范波
隋瑞凌
贺德林
谢赛军
郑文超
张部伟
段君良
蔡文胜
符望春
方振华
陈海军
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 Siyuan Survey and Design Group Co Ltd
China Railway 25th Bureau Group Co Ltd
Second Engineering Co Ltd of China Railway 25th Bureau Group Co Ltd
Original Assignee
China Railway 25th Bureau Group Co Ltd
Second Engineering Co Ltd of China Railway 25th Bureau Group Co Ltd
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Application filed by China Railway 25th Bureau Group Co Ltd, Second Engineering Co Ltd of China Railway 25th Bureau Group Co Ltd filed Critical China Railway 25th Bureau Group Co Ltd
Priority to CN201410002753.6A priority Critical patent/CN103669229B/en
Publication of CN103669229A publication Critical patent/CN103669229A/en
Application granted granted Critical
Publication of CN103669229B publication Critical patent/CN103669229B/en
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Abstract

The invention discloses a device for preventing an arch frame from rolling over in a dragging process. The bottoms of support legs of a bracket for supporting the arch frame are fixedly arranged on I-shaped steel, wherein the bottom of the I-shaped steel is supported by three-dimensional jacks which are arranged on workbenches of traveling trolleys moving in a rail above a dragging runway; light targets are arranged at corresponding positions of eight end parts of front and rear ends of arc ribs respectively; a total-station instrument is used for measuring coordinates of the eight end parts of the front and rear ends of the arch ribs. According to the device, the coordinates of the end parts of the arch ribs can be readjusted to be consistent to avoid the inclination of an arch bridge and the bracket by driving the I-shaped steel supported bracket and the arch ribs to move through the three-dimensional jacks or strengthening the strength of the bracket when longitudinal coordinates or perpendicular coordinates, measured by the total-station instrument, of the corresponding positions of the front and rear end parts of the arch ribs are inconsistent due to the fact of inconsistent movement distances of the two sides of the arch ribs or excessive deformation of a single side of the bracket, so that the arch bridge and the bracket are prevented from being inclined, accordingly, the arch bridge and the bracket are prevented from being dragged in an inclined state, and rollover caused by the dragging in the inclined state is prevented.

Description

A kind of device that prevents that bow member from turning on one's side in dilatory process
Technical field
The present invention relates to the erection technique of steel pipe arch bridge bow member, particularly a kind of device that prevents that bow member from turning on one's side in dilatory process.
Background technology
When construct in field, long-span steel pipe arch bridge spanning existing railway junction, required and railway operation condition restriction by railway electrification safety regulation, cannot move into large-scale hoisting machinery equipment.Be so limited, when construction steel pipe arch bridge, we have adopted and have built dilatory runway, in dilatory runway end erection bracket, bow member lifting are fixed on support, then the arch rib of end lifting are carried to it by support along dilatory runway and move method in place.Yet this kind of method brought again new problem, support and arch rib that it moves along dilatory runway, overall weight is very big, once there is deflection in moving process, will have the possibility of rollover, may therefore cause construction accident.Therefore, find that a kind of can to prevent that arch rib from the device of rollover occurring in dilatory moving process very necessary.
Summary of the invention
The present invention is intended to provide a kind of structure that can prevent bow member generation rollover in dilatory process, to guarantee the safety of bow member hauling construction.
The device that prevents that bow member from turning on one's side in dilatory process of the present invention, the support that comprises scaffold, support arranges respectively four supporting legs in the position of two side launching noses, supporting leg divides two groups of front and back, be individually fixed on former and later two i iron of bottom, two ends, i iron bottom respectively arrange a three-dimensional jack, by three-dimensional jack, from two ends, i iron are supported, can drive i iron two ends respectively longitudinally, laterally and vertical direction move; Four three-dimensional jack are all placed on the workbench of walking dolly, and walking dolly is placed on the track of dilatory runway top; The described device that prevents that bow member from turning on one's side in dilatory process also comprises for measuring the total powerstation of Ba Ge end, arch rib front and back end coordinate, is respectively arranged with the light target that coordinates total station survey to use in corresponding position, Ba Ge end, arch rib front and back end.
The device that prevents that bow member from turning on one's side in dilatory process of the present invention, after four legs of frame bottom connect by i iron between two, then is supported and is placed on four walking dollies by four three-dimensional jack.When arch rib causes total station survey to the along slope coordinate of relevant position, end before and after arch rib or vertical coordinate when inconsistent because both sides displacement is inconsistent, can drive each i iron to carry support and arch rib moves by three-dimensional jack, be adjusted to consistent; Avoid crooked support to be continued to be drawn and move ahead and caused bow member and support to be turned on one's side.When arch rib causes total station survey inconsistent to the vertical coordinate of relevant position, end before and after arch rib because the one-sided deflection of support is excessive, can increase the intensity of support, the deflection of support is reduced, thereby make the vertical coordinate in arch rib end consistent, avoid arch bridge and riding, thereby avoid bow member and support to tow in heeling condition, the rollover that prevents so cause.
Bow member moving track bottom can arrange reinforcement structure, described reinforcement structure comprises upper and lower two two parallel steel plates, between two parallel steel plates side by side near a plurality of i iron are installed, the upper and lower surface of i iron connects firmly respectively at two parallel steel plates, and the outer rim of two parallel steel plates connects by bolt screw rod again; Bow member moving track is positioned at the top of upper steel plate, comprises the limit that stops of the smooth guide pass in middle part and guide pass both sides.In the outside that stops limit, deep floor can be set.By above-mentioned reinforcement structure is set, can significantly promote the support strength of nose girder to running gear, three-dimensional jack, support and the arch rib of its top, the support post that reduces nose girder and nose girder bottom supports the deflection that they produce, thereby reduce, caused the vertical coordinate in arch rib end inconsistent because of nose girder and column distortion, also get final product the probability of the vertical inclination of less generation, thereby further prevent the rollover of arch rib and support.
Accompanying drawing explanation
Fig. 1 is the installment state schematic diagram that prevents the device that bow member is turned on one's side in dilatory process of the present invention;
The lateral view of Fig. 2 Fig. 1;
Fig. 3 is the partial enlarged drawing of Fig. 1. 
The specific embodiment
A kind of device that prevents that bow member from turning on one's side in dilatory process, as Fig. 1-3, the support 1 that comprises scaffold, support arranges respectively four supporting legs 2 in the position of two side launching noses, supporting leg divides two groups of front and back, is individually fixed on former and later two i iron 3 of bottom, and two ends, i iron bottom respectively arrange a three-dimensional jack 4, by three-dimensional jack, from two ends, i iron is supported, can drive i iron two ends respectively longitudinally, laterally and vertical direction move; Four three-dimensional jack are all placed on the workbench 6 of walking dolly 5, and walking dolly is placed on the track 8 of dilatory runway 7 tops; The described device that prevents that bow member from turning on one's side in dilatory process also comprises for measuring the total powerstation of Ba Ge end, arch rib front and back end coordinate, is respectively arranged with the light target that coordinates total station survey to use in corresponding position, Ba Ge end, arch rib front and back end.
Bow member moving track bottom can arrange reinforcement structure, described reinforcement structure comprises upper and lower two two parallel steel plates, between two parallel steel plates side by side near a plurality of i iron are installed, the upper and lower surface of i iron connects firmly respectively at two parallel steel plates, and the outer rim of two parallel steel plates connects by bolt screw rod again; Bow member moving track is positioned at the top of upper steel plate, comprises the limit that stops of the smooth guide pass in middle part and guide pass both sides.

Claims (3)

1. a device that prevents that bow member from turning on one's side in dilatory process, the support that comprises scaffold, support arranges respectively four supporting legs in the position of two side launching noses, it is characterized in that: supporting leg divides two groups of front and back, be individually fixed on former and later two i iron of bottom, two ends, i iron bottom respectively arrange a three-dimensional jack, by three-dimensional jack, from two ends, i iron are supported, can drive i iron two ends respectively longitudinally, laterally and vertical direction move; Four three-dimensional jack are all placed on the workbench of walking dolly, and walking dolly is placed on the track of dilatory runway top; The described device that prevents that bow member from turning on one's side in dilatory process also comprises for measuring the total powerstation of Ba Ge end, arch rib front and back end coordinate, is respectively arranged with the light target that coordinates total station survey to use in corresponding position, Ba Ge end, arch rib front and back end.
2. the device that prevents that bow member from turning on one's side in dilatory process according to claim 1, it is characterized in that: bow member moving track bottom arranges reinforcement structure, described reinforcement structure comprises upper and lower two two parallel steel plates, between two parallel steel plates side by side near a plurality of i iron are installed, the upper and lower surface of i iron connects firmly respectively at two parallel steel plates, and the outer rim of two parallel steel plates connects by bolt screw rod again.
3. the device that prevents that bow member from turning on one's side in dilatory process according to claim 2, is characterized in that: bow member moving track is positioned at the top of upper steel plate, comprises the limit that stops of guide pass that middle part is smooth and guide pass both sides.
CN201410002753.6A 2014-01-04 2014-01-04 A kind of device preventing bow member from turning on one's side in heave Active CN103669229B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410002753.6A CN103669229B (en) 2014-01-04 2014-01-04 A kind of device preventing bow member from turning on one's side in heave

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410002753.6A CN103669229B (en) 2014-01-04 2014-01-04 A kind of device preventing bow member from turning on one's side in heave

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CN103669229A true CN103669229A (en) 2014-03-26
CN103669229B CN103669229B (en) 2015-11-18

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107869112A (en) * 2017-11-17 2018-04-03 中铁重工有限公司 A kind of traction system and method for larger radius of curvature bridge

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09250110A (en) * 1996-03-15 1997-09-22 Okabe Co Ltd Construction method of arch concrete
JP2000045231A (en) * 1998-07-30 2000-02-15 Taisei Corp Arch bridge erection method
CN101009238A (en) * 2006-01-24 2007-08-01 先进科技新加坡有限公司 Gantry positioning system
CN102425140A (en) * 2011-08-31 2012-04-25 长江勘测规划设计研究有限责任公司 Special movable support frame for high-altitude arch sealing and construction method
CN102518045A (en) * 2011-12-28 2012-06-27 中铁大桥局股份有限公司 Arch rib embedded section installing and positioning support and adjusting and positioning method thereof
CN202865707U (en) * 2012-09-07 2013-04-10 中铁二十五局集团第二工程有限公司 Equipment for erecting and constructing beam and vertical beam on existing line
CN103470274A (en) * 2013-09-17 2013-12-25 中国神华能源股份有限公司 Installation construction method of tunnel arch frame

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09250110A (en) * 1996-03-15 1997-09-22 Okabe Co Ltd Construction method of arch concrete
JP2000045231A (en) * 1998-07-30 2000-02-15 Taisei Corp Arch bridge erection method
CN101009238A (en) * 2006-01-24 2007-08-01 先进科技新加坡有限公司 Gantry positioning system
CN102425140A (en) * 2011-08-31 2012-04-25 长江勘测规划设计研究有限责任公司 Special movable support frame for high-altitude arch sealing and construction method
CN102518045A (en) * 2011-12-28 2012-06-27 中铁大桥局股份有限公司 Arch rib embedded section installing and positioning support and adjusting and positioning method thereof
CN202865707U (en) * 2012-09-07 2013-04-10 中铁二十五局集团第二工程有限公司 Equipment for erecting and constructing beam and vertical beam on existing line
CN103470274A (en) * 2013-09-17 2013-12-25 中国神华能源股份有限公司 Installation construction method of tunnel arch frame

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107869112A (en) * 2017-11-17 2018-04-03 中铁重工有限公司 A kind of traction system and method for larger radius of curvature bridge
CN107869112B (en) * 2017-11-17 2023-10-31 中铁重工有限公司 Traction system and method for bridge with large curvature radius

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Owner name: CHINA RAILWAY 25TH BUREAU GROUP CO., LTD. THE FORT

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Effective date: 20150309

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Address after: 421002 Hunan province Hengyang Lequn Zhuhui District, No. 166

Applicant after: The 2nd Engineering Co., Ltd. of China Railway 25th Bureau Group

Applicant after: China Railway 25th Bureau Group Co., Ltd.

Applicant after: The forth Survey and Design Institute (Group) Co., Ltd. Of CRCC

Address before: 421002 Hunan province Hengyang Lequn Zhuhui District, No. 166

Applicant before: The 2nd Engineering Co., Ltd. of China Railway 25th Bureau Group

Applicant before: China Railway 25th Bureau Group Co., Ltd.

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