CN107747282B - On across both wired old bridge overall pulling down methods - Google Patents

On across both wired old bridge overall pulling down methods Download PDF

Info

Publication number
CN107747282B
CN107747282B CN201711189659.6A CN201711189659A CN107747282B CN 107747282 B CN107747282 B CN 107747282B CN 201711189659 A CN201711189659 A CN 201711189659A CN 107747282 B CN107747282 B CN 107747282B
Authority
CN
China
Prior art keywords
wired
bridge
sunpender
old
bale handle
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.)
Active
Application number
CN201711189659.6A
Other languages
Chinese (zh)
Other versions
CN107747282A (en
Inventor
王鹏
孙浩林
廖明远
胡志强
翟志广
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.)
First Engineering Co Ltd of China Railway 11th Bureau Group Co Ltd
Original Assignee
First Engineering Co Ltd of China Railway 11th Bureau 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 First Engineering Co Ltd of China Railway 11th Bureau Group Co Ltd filed Critical First Engineering Co Ltd of China Railway 11th Bureau Group Co Ltd
Priority to CN201711189659.6A priority Critical patent/CN107747282B/en
Publication of CN107747282A publication Critical patent/CN107747282A/en
Application granted granted Critical
Publication of CN107747282B publication Critical patent/CN107747282B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D22/00Methods or apparatus for repairing or strengthening existing bridges ; Methods or apparatus for dismantling bridges

Abstract

Across both wired old bridge overall pulling down methods in one kind, it is characterized in that: (1) casting concrete supporting frame and installation support frame in carrying foundation pit;(2) start Bridge Erector travelling bogie, Bridge Erector stringer is fixed on support frame, bale handle trolley is on the stringer of Bridge Erector;(3) upper across drilling out four perforation circular holes in both wired old bridge both ends beam bodies;(4), upper and lower metal beam is attached separately to across on both bridge floors up and down of wired old bridge with the first nut and screw rod;Sunpender is inserted into across in the perforation circular hole on both wired two end carriages of old bridge respectively, the second nut is mounted below bale handle trolley on hook mounted in lower end, the sunpender upper end of sunpender;(5) start bale handle trolley and bale handle carriage walking device motor simultaneously, moved together across both wired old bridges to designated position overall pulling down by;(6) after by across both wired old bridging toughening is moved to designated position;(7) Bridge Erector, restoring scene environment are withdrawn from.

Description

On across both wired old bridge overall pulling down methods
Technical field
The present invention relates to across both wired technical field of bridge construction, and in particular on across both wired old bridge overall pulling down sides Method.
Background technique
With the fast development of national communication infrastructure, part existing railway, the highway built up in early days has been not suitable with Volume of transport demand at present, existing highway, railway Reconstruction Project gradually increase, and cause with putting on across grade separation net Empty, span etc. is unable to satisfy driving demand, and it is more universal to need to reconstruct the phenomenon that across grade separation, is increased by reorganization and expansion Transport power also has bridge of partially both having had been friends in the past to need dismounting newly-built, and the old bridge in part was both wired across below being related to when both wired dismountings Road traffic safety, difficulty of construction is big, and traditional disintegration, time-consuming for demolition reduction method, effect is low.
Summary of the invention
In view of the deficiencies of the prior art, it is an object of the present invention to provide in one kind across both wired old bridge method for dismounting, The method for dismounting can one piece take down the old bridge beam body, efficient quick, securely and reliably.
The technical scheme is that being across both wired old bridge overall pulling down methods in one kind:
Step 1: crossing the left and right bridge of bridges and culverts according to Bridge Erector stringer across both wired old bridge two sides and periphery place on smooth Pier on-station position excavates the first carrying foundation pit, the second carrying foundation pit, third and carries foundation pit, and casting concrete supports in foundation pit Stand;First support frame, the second support frame, third support frame are fixed on the first supporting frame, the second supporting frame respectively On third supporting frame.
Step 2: the travelling bogie on starting Bridge Erector, Bridge Erector stringer is moved to across both wired old bridge bridges Contain top, Bridge Erector stringer is then fixed on the first support frame, the second support frame, third support frame upper end;First mentions Beam trolley, the second bale handle trolley are mounted on the stringer (track) of Bridge Erector.
Step 3: upper across drilling out four perforation circular holes in both wired old bridge both ends beam bodies.
Step 4 step, with the first nut and the first screw rod, the second screw rod, third screw rod, the 4th screw rod, by upper metal beam It is attached separately to lower metal beam across above and below both wired old bridges on bridge floor;
First sunpender, the second sunpender, third sunpender, the 4th sunpender, which are inserted into, penetrates through circular hole across both wired old bridge both ends It is interior;By the second nut be separately mounted to the first sunpender, the second sunpender, third sunpender, on the 4th sunpender bottom end screw rod;First hangs Bar, the second sunpender upper end link are mounted on the first hook below the first bale handle trolley;Third sunpender, the 4th sunpender upper end are hung Ring is mounted on the second hook below the second bale handle trolley.
Step 5: starting the electric hoist crane on the first bale handle trolley and the second bale handle trolley simultaneously, across both by After wired old bridge upgrades;Then start the running gear motor on the first bale handle trolley and the second bale handle trolley, walk Device drives while driving the first bale handle trolley and mobile the second bale handle trolley and moves together across both wired old bridges Designated position completes the overall pulling down across both wired old bridges on.
Step 6: by across both wired old bridge dismounting is moved to designated position after, metal beam and lower gold in dismounting Belong to crossbeam, decomposes beam body, and transport place.
Step 7: Bridge Erector is withdrawn from, restoring scene environment.
The Bridge Erector stringer be frame-type stringer, frame-type stringer be equipped with the first stringer and the second stringer, first Track is housed, the first bale handle trolley and the second bale handle trolley travelling wheel are attached separately to the first stringer and the on stringer and the second stringer On the track of two stringers.
On the railway across both wired old bridge beam bodies be precast concrete T-beam or box beam.
Across both wired old bridge overall pulling down methods on the invention has the advantages that, both wired bridges can be rapidly completed Overall pulling down, across Existing Railway Line normal operation and existing geologic structure do not have an impact on, will not destroy existing bridge Girder construction.Method for dismounting design is reasonable, used device is few, and work progress is safe and reliable, short construction period, economical and practical.
Detailed description of the invention
The present invention is further described with embodiment with reference to the accompanying drawing;
Fig. 1 is clamping device structural schematic diagram of the present invention;
Fig. 2 is the rearview of Fig. 1;
Fig. 3 is the upper metal beam structural schematic diagram in Fig. 1;
Fig. 4 is the lower metal beam structural schematic diagram in Fig. 1;
Fig. 5 is that Bridge Erector lifts across both wired old pontic schematic diagrames;
Fig. 6 is that Bridge Erector removes both wired old pontic schematic diagrames.
Across both wired old bridges, 2. road surfaces, 3. first supporting frames, 4. second supporting frames, 5. on 1. in figure Third supporting frame, 6. first bridge piers, the second bridge pier of 6'., the first support frame 7, the second support frame 8,9 upper end of third support frame, 10. Bridge Erector stringer, 11. first bale handle trolleies, 12. second bale handle trolleies, metal beam, the first screw rod of 14e., 14f. on 13. Second screw rod, 14n. third screw rod, the 4th screw rod of 14m., 15. suspension hooks, 16. lower metal beams, 17. first sunpenders, 17'. second Sunpender, 18. third sunpenders, the 4th sunpender of 18'., the first lifting lug of 19a., the first lifting lug of 19b., 19c. third lifting lug, 19d. the 4th Lifting lug, 20. bale handle holes, 21 circular holes, the first nut of h., the second nut of g..
Specific embodiment
In the embodiment of Fig. 1, Fig. 2, Fig. 3, Fig. 4 and Fig. 5 that the present invention provides, Bridge Erector, Bridge Erector stringer 10, frame Bridge machine travelling bogie, the first bale handle trolley and the second bale handle trolley are existing equipments.By upper metal beam 13, lower metal beam 16, the first screw rod 14e, the second screw rod 14f, third screw rod 14n, the 4th screw rod 14m, circular hole 21, the first sunpender 17, the second sunpender 17', third sunpender 18, the 4th sunpender 18', the first lifting lug 19a, the first lifting lug 19b, third lifting lug 19c, the 4th lifting lug 19d, One nut and the second nut form clamping device.
Circular hole 21, the left part of lower metal beam 16 are respectively equipped at the both ends of upper metal beam 13 and lower metal beam 16 Two sides be respectively welded the identical first lifting lug 19a of structure, the second lifting lug 19b, the two sides of right part are respectively welded third and hang Ear 19c, the 4th lifting lug 19d.
Lower metal beam 16 is mounted in below across both wired old bridges, the identical first screw rod 14e of structure, the second spiral shell In the circular hole 21 at the both ends that bar 14f, third screw rod 14n, the 4th screw rod 14m are attached separately to lower metal beam 16.
The circular hole at upper 13 both ends of metal beam is attached separately to the first screw rod 14e, the second screw rod 14f, third screw rod 14n, The upper end of four bar 14m;First nut is attached separately to the first screw rod 14e, the second screw rod 14f, third screw rod 14n, the 4th screw rod 14m Upper and lower ends are fastened between upper metal beam 13 and lower metal beam 16 by across both wired old bridges.
It is drilled out and the first lifting lug 19a, the second lifting lug 19b, third lifting lug with electric drill from the both ends of upper both wired old bridge The perforation circular hole that 19c, the 4th lifting lug 19d are matched, by the first sunpender 17, the second sunpender 17', third sunpender 18, the 4th sunpender 18' is inserted into respectively in perforation circular hole, and the second nut g is separately mounted to the first sunpender 17, the second sunpender 17', third sunpender 18, on the 4th bottom end sunpender 18' screw rod;First sunpender 17, the second upper end sunpender 17' link are mounted on the first bale handle trolley respectively On the first hook below 11;Third sunpender 18, the 4th upper end sunpender 18' are mounted on the second extension below the second bale handle trolley 12 On hook, the first bale handle trolley and the second bale handle trolley hanging device are formed.First hook and the second hook are mounted on first respectively It is mechanical across both wired old bridge overall pulling downs on composition on elevator wirerope on bale handle trolley and the second bale handle trolley.
The utility model removes machinery on across both wired old bridge overall pulling down methods are as follows:
Step 1: crossing bridges and culverts first according to Bridge Erector stringer 10 across both wired old bridge two sides and periphery place on smooth Bridge pier 6, the second bridge pier 6' on-station position excavate the first carrying foundation pit 3, second and carry foundation pit 4, third carrying foundation pit 5, in foundation pit Interior casting concrete supporting frame;First support frame 7, the second support frame 8, third support frame 9 are fixed on first respectively Support seat 3, the second supporting frame 4, on third supporting frame 5.
Step 2: the travelling bogie on starting Bridge Erector, Bridge Erector stringer (track) 10 is moved to across both wired old Above bridge bridges and culverts, Bridge Erector stringer 10 is then fixed on the first support frame 7, the second support frame 8, third support frame 9 upper ends;First bale handle trolley 11, the second bale handle trolley 12 are mounted on the stringer (track) of Bridge Erector 10.
Step 3: upper across drilling out four perforation circular holes in both wired old bridge both ends beam bodies.
Step 4 step, with the first nut h and the first screw rod 14e, the second screw rod 14f, third screw rod 14n, the 4th screw rod Upper metal beam 13 and lower metal beam 16 are attached separately to across above and below both wired old bridges on bridge floor by 14m;
First sunpender 17, the second sunpender 17', third sunpender 18, the 4th sunpender 18' are inserted into across both wired old bridge both ends Portion penetrates through in circular hole;Second nut g is separately mounted to the first sunpender 17, the second sunpender 17', third sunpender 18, the 4th sunpender On the screw rod of the bottom end 18';First sunpender 17, the second upper end sunpender 17' link are mounted on the first extension below the first bale handle trolley 11 On hook;Third sunpender 18, the 4th upper end sunpender 18' link are mounted on the second hook below the second bale handle trolley 12.
Step 5: start the electric hoist crane on the first bale handle trolley 11 and the second bale handle trolley 12 simultaneously, it will be upper After both wired old bridge upgrades;Then start the running gear electricity on the first bale handle trolley 11 and the second bale handle trolley 12 Machine, running gear drive while driving the first bale handle trolley 11 and mobile the second bale handle trolley 12 across both wired old bridges It moves together, until being moved to designated position across both wired old bridges by, completes on across both wired old bridges Overall pulling down.
Step 6: by across both wired old bridge dismounting is moved to designated position after, metal beam 13 is under in dismountings Metal beam 16 decomposes beam body, and transports place.
Step 7: Bridge Erector is withdrawn from, restoring scene environment.

Claims (1)

  1. Across both wired old bridge overall pulling down methods on 1., it is characterized in that:
    Step 1: crossing the left and right bridge pier of bridges and culverts just according to Bridge Erector stringer across both wired old bridge two sides and periphery place on smooth Position position excavates the first carrying foundation pit, the second carrying foundation pit, third and carries foundation pit, the casting concrete supporting frame in foundation pit; First support frame, the second support frame, third support frame are fixed on the first supporting frame, the second supporting frame and third respectively On supporting frame;
    Step 2: the travelling bogie on starting Bridge Erector, Bridge Erector stringer is moved to across on both wired old bridge bridges and culverts Side, is then fixed on the first support frame, the second support frame, third support frame upper end for Bridge Erector stringer;First bale handle is small Vehicle, the second bale handle trolley are mounted on the stringer of Bridge Erector;
    Step 3: upper across drilling out four perforation circular holes in both wired old bridge both ends beam bodies;
    Step 4 step, with the first nut and the first screw rod, the second screw rod, third screw rod, the 4th screw rod, by upper metal beam and under Metal beam is attached separately to across above and below both wired old bridges on bridge floor;
    First sunpender, the second sunpender, third sunpender, the 4th sunpender are inserted into across in both wired old bridge both ends perforation circular holes; By the second nut be separately mounted to the first sunpender, the second sunpender, third sunpender, on the 4th sunpender bottom end screw rod;First sunpender, Two sunpender upper end links are mounted on the first hook below the first bale handle trolley;Third sunpender, the 4th sunpender upper end link are hung On the second hook below the second bale handle trolley;
    Step 5: starting the electric hoist crane on the first bale handle trolley and the second bale handle trolley simultaneously, across both wired by After old bridge upgrades;Then start the running gear motor on the first bale handle trolley and the second bale handle trolley, running gear It drives to move together across both wired old bridges while driving the first bale handle trolley and mobile the second bale handle trolley and specify Position completes the overall pulling down across both wired old bridges on;
    Step 6: by across both wired old bridge dismounting is moved to designated position after, metal beam and lower metal cross in dismountings Beam decomposes beam body, and transports place;
    Step 7: Bridge Erector is withdrawn from, restoring scene environment.
CN201711189659.6A 2017-11-24 2017-11-24 On across both wired old bridge overall pulling down methods Active CN107747282B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201711189659.6A CN107747282B (en) 2017-11-24 2017-11-24 On across both wired old bridge overall pulling down methods

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201711189659.6A CN107747282B (en) 2017-11-24 2017-11-24 On across both wired old bridge overall pulling down methods

Publications (2)

Publication Number Publication Date
CN107747282A CN107747282A (en) 2018-03-02
CN107747282B true CN107747282B (en) 2019-03-01

Family

ID=61251794

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201711189659.6A Active CN107747282B (en) 2017-11-24 2017-11-24 On across both wired old bridge overall pulling down methods

Country Status (1)

Country Link
CN (1) CN107747282B (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108457207B (en) * 2018-04-08 2020-05-19 中铁八局集团第二工程有限公司 Method for dismantling multi-span bridge body of operation line by utilizing longitudinal connection of bridge girder erection machine
CN109208493B (en) * 2018-09-07 2021-02-09 南昌大学 Construction method for dismantling superstructure of overline single-box multi-chamber cast-in-place reinforced concrete bridge
CN111155451A (en) * 2020-01-16 2020-05-15 中铁十九局集团第六工程有限公司 Method for dismantling highway-span iron bridge
CN112921841A (en) * 2021-04-26 2021-06-08 河南省交通规划设计研究院股份有限公司 Method for quickly dismantling superstructure of overpass bridge
CN112982179A (en) * 2021-04-26 2021-06-18 河南省交通规划设计研究院股份有限公司 Quick-dismantling and quick-building method for superstructure of overpass bridge

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02132206A (en) * 1988-11-11 1990-05-21 Sho Bond Constr Co Ltd Replacing method of floor board
CN202416184U (en) * 2011-12-29 2012-09-05 中建七局第一建筑有限公司 Construction device for formwork for longitudinal wet joint of box girder
CN106149576A (en) * 2016-08-17 2016-11-23 中铁二十局集团第三工程有限公司 On across the whole assembling and dismantling of the most wired bridge except and construction method of installation
CN106284109A (en) * 2016-08-17 2017-01-04 中铁二十局集团第三工程有限公司 On across the most wired bridge main beam method for dismounting
JP2017190653A (en) * 2016-04-15 2017-10-19 日本車輌製造株式会社 Bridge removal method

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02132206A (en) * 1988-11-11 1990-05-21 Sho Bond Constr Co Ltd Replacing method of floor board
CN202416184U (en) * 2011-12-29 2012-09-05 中建七局第一建筑有限公司 Construction device for formwork for longitudinal wet joint of box girder
JP2017190653A (en) * 2016-04-15 2017-10-19 日本車輌製造株式会社 Bridge removal method
CN106149576A (en) * 2016-08-17 2016-11-23 中铁二十局集团第三工程有限公司 On across the whole assembling and dismantling of the most wired bridge except and construction method of installation
CN106284109A (en) * 2016-08-17 2017-01-04 中铁二十局集团第三工程有限公司 On across the most wired bridge main beam method for dismounting

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
梁式桥拆除施工技术;杨玉华;《江西建材》;20170430(第7期);第194-195页
浅谈高速公路改扩建旧桥拆除及加固技术;王聪;《北方交通》;20150831(第8期);第59-61、65页

Also Published As

Publication number Publication date
CN107747282A (en) 2018-03-02

Similar Documents

Publication Publication Date Title
CN107747282B (en) On across both wired old bridge overall pulling down methods
CN104805773B (en) The Segmental assembling bridge-erecting machine of little curved bridge of constructing
CN105421249B (en) Dragging- hoisting combined type hanging basket structure and construction method
CN104195952A (en) Steel box girder erection method applied to steel and concrete hybrid girder cable-stayed bridge
CN102094392B (en) Lower supported hanging basket in bridge construction and application thereof
CN203021883U (en) Wheel-track railway track laying unit
CN104480868A (en) Beam detaching method for road bridge overpassing operation railway
CN107675636A (en) A kind of universal bridge structure thing method for dismounting and system
CN210561749U (en) Multi-frame juxtaposed double-cantilever bridge girder erection machine
CN109372529B (en) In-tunnel dismantling device and method for hard rock heading machine
CN107100074A (en) A kind of lower bearing arch bridge concrete bridge deck construction method
CN203530851U (en) Basket device for combined basket working vehicle
CN109653105A (en) Box girder bridge cantilever construction main truss cradle system and its application method
CN207512629U (en) The cast-in-place trolley of railway T-beam sound barrier beam slab
CN209039993U (en) A kind of device carrying out the tensioning of great cantilever bent cap using movable supporting frame
CN201972099U (en) Through type hanging basket in bridge construction
CN103669217B (en) A kind of rear-support hanging basket and its entirety change width method for traversing
CN106192761B (en) A kind of method for disassembling mobile formwork in the narrow short transition time section of bridge tunnel
CN205604089U (en) Whole sideslip system of cast -in -situ box girder gate -type full framing
CN205711767U (en) Bridge Erector for Prestressed Concrete Bridges prefabricated subsection construction of splicing span by span
CN105714690B (en) Large span steel reinforced concrete combination beam erection construction sections cantilever lifting beam machine
CN210105880U (en) Alternate hydraulic lifting template ditch cable trough trolley device
CN107059654A (en) The compound overlength Hanging basket on front support of single cable plane and its installation method
CN207108292U (en) Novel U-shaped erection equipment
CN208763671U (en) Voluntarily integral type tunnel inverted arch device

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant