CN102720131A - Rear propulsion cradle - Google Patents

Rear propulsion cradle Download PDF

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Publication number
CN102720131A
CN102720131A CN2011100797674A CN201110079767A CN102720131A CN 102720131 A CN102720131 A CN 102720131A CN 2011100797674 A CN2011100797674 A CN 2011100797674A CN 201110079767 A CN201110079767 A CN 201110079767A CN 102720131 A CN102720131 A CN 102720131A
Authority
CN
China
Prior art keywords
pair
girder
beams
box
bridge web
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.)
Granted
Application number
CN2011100797674A
Other languages
Chinese (zh)
Other versions
CN102720131B (en
Inventor
周仲武
王雷鸣
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.)
NRS JIANGSU MACHINERY AND HEAVY INDUSTRY Co Ltd
Original Assignee
NRS JIANGSU MACHINERY AND HEAVY INDUSTRY 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 NRS JIANGSU MACHINERY AND HEAVY INDUSTRY Co Ltd filed Critical NRS JIANGSU MACHINERY AND HEAVY INDUSTRY Co Ltd
Priority to CN201110079767.4A priority Critical patent/CN102720131B/en
Publication of CN102720131A publication Critical patent/CN102720131A/en
Application granted granted Critical
Publication of CN102720131B publication Critical patent/CN102720131B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The invention discloses a rear propulsion cradle. The rear propulsion cradle comprises a main girder, lifting cases, lifting bars, cross beams, a pulley and a pair of horn beams, wherein the main girder is transversely arranged on a bridge web, the lifting cases are vertically and symmetrically arranged at two ends of the main girder, the lifting bars are arranged on the main girder symmetrically, the cross beam is connected at the bottoms of the lifting cases and the lifting bars, the pulley is hung at the bottom of the cross beam, the pair of horn beams are symmetrically arranged at two sides of the middle of the main girder along the longitudinal direction, a main frame is connected at the bottom of the pulley, therefore, when the main frame moves longitudinally, the pulley firstly drives the main frame to open towards two sides, then the main frame moves longitudinally, and the rear propulsion cradle plays a role of a stable supporting point, thus the construction cost is low and the operation is simple.

Description

A kind of back advances suspension bracket
Technical field
The present invention relates to the back and advance suspension bracket
Background technology
In the bridge construction, stride after bridge cast finishes when one, need the bridge place be striden in the main frame vertical shift to next; So that carry out the cast that next strides bridge; Prior art is a kind of for the carriage to the stable support effect of main frame is set at least three continuous bridge piers, and main frame is opened and after vertical shift strode bridge to next, first carriage had promptly lost the effect of support to both sides; Remove first carriage this moment; Prior art is another kind of to comprise on the ground a supporting mechanism of bottom, the carriage on continuous two bridge piers for three high strong points such as setting gradually, and after main frame is opened and vertical shift strides bridge to next, takes supporting mechanism away; Construction cost is higher like this, and operation is comparatively complicated
Summary of the invention
the purpose of this invention is to provide construction cost a kind of back low, simple to operate and advance suspension bracket.
are for achieving the above object; The present invention provides a kind of back to advance suspension bracket; Comprise the passive girder, a pair of box that is arranged on said girder both ends that are horizontally installed on bridge web top, be connected to the pair of beams of said a pair of box bottom, be suspended on the coaster that said pair of beams bottom can laterally be moved along said pair of beams respectively; Said pair of beams is parallel to said girder setting, the coaxial setting of said pair of beams, and the outer end of said pair of beams exceeds said girder both ends in the horizontal direction; The inner end of said pair of beams is pressed close to said bridge web; Said a pair of box vertically is arranged on said bridge web outside, and the top of said a pair of box is connected the bottom at said girder two ends, and the bottom of said a pair of box connects said pair of beams; Bilateral symmetry must be provided with a pair of suspension rod on said girder; Said suspension rod vertically passes said girder and said bridge web, and said suspension rod top connects said girder, and the bottom is connected on the said crossbeam near said inner end place.
preferably; At said bridge web top a pair of support is set; Said a pair of support withstands on and is symmetricly set on both sides, said girder middle part on the longitudinal direction; Be provided for stablizing the ox horn beam of said girder at the top of said support, said ox horn back portion pushes against in said girder side, and the bottom is fixed on said the support.
because technique scheme is used, the present invention compared with prior art has advantage and effect: the passive girder of horizontally set above the bridge web is provided with box and suspension rod respectively at the girder two ends; Box and suspension rod bottom is connected crossbeam, the coaster that suspension setting can be moved along crossbeam on crossbeam, and coaster connects the main frame of bridge construction use down; Like this when the main frame vertical shift; Coaster at first drives main frame and opens to both sides, main frame vertical shift then, at this moment; The back advances suspension bracket to play the effect of a strong point; Use back of the present invention to advance suspension bracket can accomplish the vertical shift of main frame like this, construction cost is lower, and is simple to operate.
Description of drawings:
Accompanying drawing 1 is looked sketch map for master of the present invention;
Accompanying drawing 2 is a schematic side view of the present invention;
The specific embodiment:
Referring to shown in Figure 1, girder 1 crosswise fixed of steel box-beam structure is arranged on the bridge web 6 , is symmetrical set the vertical box 3 that is welded as a whole with girder 1 at girder 1 both ends; Box 3 is positioned at the outside of bridge web 6; On girder 1, be symmetrical set vertical suspension rod 2 in addition, suspension rod 2 is positioned at the inboard of box 3, and suspension rod 2 passes bridge web 6; Be connected with the crossbeam 4 that lays respectively at bridge web 6 both sides external of symmetry through bolt connecting mode in box 3 and suspension rod 2 bottoms; Crossbeam 4 is parallel to girder 1, and the outer end of crossbeam 4 exceeds the both ends of girder 1 in the horizontal direction, uses for the workman and walks; The inner end of crossbeam 4 is pressed close to bridge web 6 and is provided with; Setting is suspended on the coaster 5 that can move along crossbeam 4 in the bottom of crossbeam 4, the main frame of 5 times suspensions of coaster bridge construction, main frame can follow coaster 5 motion and separately or close up.
Referring to shown in Figure 2; At the top of bridge web 6 a pair of support 8 is set along the longitudinal direction; A pair of support 8 is symmetricly set on the both sides, middle part of girder 1, and the ox horn beam 7 of stable girder 1 effect has been set at a pair of support 8 tops, and the bottom of ox horn beam 7 is fixed on the support 8; The welded top of ox horn beam 7 is on girder 1 middle part and push against girder 1; Ox horn beam 7 can guarantee that back of the present invention advances suspension bracket stability in a longitudinal direction, and when the main frame vertical shift, back of the present invention advances suspension bracket can play the effect of a stable strong point

Claims (2)

1. advance suspension bracket after one kind; Comprise the passive girder, a pair of box that is arranged on said girder both ends that are horizontally installed on bridge web top, be connected to the pair of beams of said a pair of box bottom, be suspended on the coaster that said pair of beams bottom can laterally be moved along said pair of beams respectively; It is characterized in that: said pair of beams is parallel to said girder setting, the coaxial setting of said pair of beams, and the outer end of said pair of beams exceeds said girder both ends in the horizontal direction; The inner end of said pair of beams is pressed close to said bridge web; Said a pair of box vertically is arranged on said bridge web outside, and the top of said a pair of box is connected the bottom at said girder two ends, and the bottom of said a pair of box connects said pair of beams; Bilateral symmetry must be provided with a pair of suspension rod on said girder; Said suspension rod vertically passes said girder and said bridge web, and said suspension rod top connects said girder, and the bottom is connected on the said crossbeam near said inner end place.
2. back according to claim 1 advances suspension bracket; It is characterized in that: a pair of support is set at said bridge web top; Said a pair of support withstands on and is symmetricly set on both sides, said girder middle part on the longitudinal direction; Be provided for stablizing the ox horn beam of said girder at the top of said support, said ox horn back portion pushes against in said girder side, and the bottom is fixed on said the support.
CN201110079767.4A 2011-03-31 2011-03-31 Rear propulsion cradle Expired - Fee Related CN102720131B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201110079767.4A CN102720131B (en) 2011-03-31 2011-03-31 Rear propulsion cradle

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201110079767.4A CN102720131B (en) 2011-03-31 2011-03-31 Rear propulsion cradle

Publications (2)

Publication Number Publication Date
CN102720131A true CN102720131A (en) 2012-10-10
CN102720131B CN102720131B (en) 2014-06-04

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201110079767.4A Expired - Fee Related CN102720131B (en) 2011-03-31 2011-03-31 Rear propulsion cradle

Country Status (1)

Country Link
CN (1) CN102720131B (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106522113A (en) * 2016-11-19 2017-03-22 中交路桥建设有限公司 Integrally continuous backing method for moving formwork on girder face
WO2020143211A1 (en) * 2019-01-09 2020-07-16 山东恒堃机械有限公司 Novel supporting leg in mobile scaffold
WO2020143210A1 (en) * 2019-01-09 2020-07-16 山东恒堃机械有限公司 Front leg of movable formwork

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2433122Y (en) * 2000-06-27 2001-06-06 刘新清 Service vehicle for bottom of railway and highway bridge
CN101126223A (en) * 2007-09-17 2008-02-20 中铁二局股份有限公司 Mobile integral construction platform, construction method thereof and special sling for the same
CN101158145A (en) * 2007-11-08 2008-04-09 中国第一冶金建设有限责任公司 Method for mounting trestle bridge segment box girder
JP2009287360A (en) * 2008-06-02 2009-12-10 Ihi Corp Overhang electing method and bridge girder block
JP2010048054A (en) * 2008-08-25 2010-03-04 Ohbayashi Corp Placing method and joint structure
CN201962610U (en) * 2011-03-31 2011-09-07 江苏恩纳斯重工机械有限公司 Backward propulsion hanging bracket

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2433122Y (en) * 2000-06-27 2001-06-06 刘新清 Service vehicle for bottom of railway and highway bridge
CN101126223A (en) * 2007-09-17 2008-02-20 中铁二局股份有限公司 Mobile integral construction platform, construction method thereof and special sling for the same
CN101158145A (en) * 2007-11-08 2008-04-09 中国第一冶金建设有限责任公司 Method for mounting trestle bridge segment box girder
JP2009287360A (en) * 2008-06-02 2009-12-10 Ihi Corp Overhang electing method and bridge girder block
JP2010048054A (en) * 2008-08-25 2010-03-04 Ohbayashi Corp Placing method and joint structure
CN201962610U (en) * 2011-03-31 2011-09-07 江苏恩纳斯重工机械有限公司 Backward propulsion hanging bracket

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106522113A (en) * 2016-11-19 2017-03-22 中交路桥建设有限公司 Integrally continuous backing method for moving formwork on girder face
CN106522113B (en) * 2016-11-19 2018-01-09 中交路桥建设有限公司 The overall continuous rear annealing method in mobile formwork beam face
WO2020143211A1 (en) * 2019-01-09 2020-07-16 山东恒堃机械有限公司 Novel supporting leg in mobile scaffold
WO2020143210A1 (en) * 2019-01-09 2020-07-16 山东恒堃机械有限公司 Front leg of movable formwork

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Granted publication date: 20140604

Termination date: 20190331

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