CN107829368B - Cast-in-place across navigation channel bowstring arch bridge middle cross beam hangs mould equipment with self-propelled - Google Patents
Cast-in-place across navigation channel bowstring arch bridge middle cross beam hangs mould equipment with self-propelled Download PDFInfo
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- CN107829368B CN107829368B CN201710602355.1A CN201710602355A CN107829368B CN 107829368 B CN107829368 B CN 107829368B CN 201710602355 A CN201710602355 A CN 201710602355A CN 107829368 B CN107829368 B CN 107829368B
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- middle cross
- cross beam
- module
- walking
- propelled
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D4/00—Arch-type bridges
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a kind of cast-in-place across navigation channel bowstring arch bridge middle cross beams to hang mould equipment with self-propelled, belong to bridge construction technical field of auxiliary equipment, when being constructed to solve existing bowstring arch bridge using first beam rear arch construction, the problem of being influenced by river flood season and having an adverse effect to channel safe, the equipment include that master hangs module, the main walking module hung in module, supporting module is arranged in and pours built module.It is simple with using, it can reuse, the beneficial effect not influenced by river discharge size.
Description
Technical field
The invention belongs to bridge construction technical field of auxiliary equipment, hang mould equipment more particularly to one kind, and in particular to one
Cast-in-place across the navigation channel bowstring arch bridge middle cross beam of kind hangs mould equipment with self-propelled.
Background technique
Because bowstring arch bridge has many advantages, such as handsome in appearance, construction is succinct, on both sides of the Changjiang River built extensively in China
It uses, middle cross beam construction is the critical process that bowstring arch bridge is built.The construction of bowstring arch bridge at present mostly uses first beam rear arch to construct
Form, first beam rear arch construction, which mostly uses, sets up the construction method that full framing pours, due to needing to set up full hall under bridge
Bracket thus will receive the influence of water flow size, and in China, river can have multiple flood seasons in 1 year, once flood season comes
Face, the water flow in river necessarily by water flow size influenced will to cause because of the relationship in flood season the annual construction time by
Considerable restraint；When in navigation channel of opening the navigation or air flight in this way, structure itself can be only reached to navigation channel passing ship and is all caused especially greatly
Security risk；And full framing steel material is big, and the strutting system precompressed period is long, and full framing is extracted after the completion of pouring
When, it can be resulted in a large amount of because the obstruction of top bridge causes just to complete to extract work after cut portion bracket
Bracket can not continue to use after being cut in follow-up work.
Summary of the invention
According to the above-mentioned deficiencies of the prior art, the technical problem to be solved by the present invention is to propose a kind of cast-in-place across navigation channel system
Bar arch bridge middle cross beam hangs mould equipment with self-propelled, when being constructed for solving existing bowstring arch bridge using first beam rear arch construction,
The problem of being influenced by river flood season and having an adverse effect to channel safe, has using simply, can reuse,
The beneficial effect not influenced by river discharge size.
The technical solution adopted by the present invention are as follows:
Cast-in-place across the navigation channel bowstring arch bridge middle cross beam of one kind hangs mould equipment with self-propelled, which includes that master hangs module, setting
In the main walking module hung in module, supporting module and pour built module.
It includes a main couple, four hydraulic pressure supports being arranged on main couple, more settings in master that the master, which hangs module,
Middle cross beam bed die sunpender on truss, the walking sunpender being arranged on main couple.The supporting module include traveling wheel hanger,
The walking beam being arranged on walking parsing davit and the lower beam being arranged on walking beam.The walking module includes two settings
Rail, four voluntarily steel wheels being arranged in below main couple and two voluntarily electricity being arranged in below main couple on binder
Machine, two voluntarily voluntarily steel wheel rotates motor driven.The built module that pours includes a set of middle cross beam side form and a set of middle cross beam bottom
Mould.Two rail are parallel to each other.The supporting module further includes two hydraulic pressure supports.The top of the walking sunpender passes through main truss
Frame, one end that walking sunpender passes through main couple are equipped with sunpender nut and top cross-arm beam, and the lower part for sunpender of walking passes through middle cross
Beam, one end that walking sunpender passes through middle cross beam are equipped with traveling wheel hanger, are equipped with walking beam, walking beam in traveling wheel hanger
One end close to the middle cross beam poured is connect with middle cross beam bed die boom foot, and the top of walking beam is arranged in lower beam.
Every set middle cross beam side form includes two groups of middle cross beam side form units being parallel to each other, and each middle cross beam side form unit includes multiple middle cross
The bottom of beam side module, middle cross beam side form is connect by hinge with middle cross beam bed die, and the top of middle cross beam side form is equipped with second
Mounting hole, the second mounting hole are equipped with pull rod.The main couple be equipped with control module and signal receiving module, control module with
Voluntarily motor is connected by conducting wire, and signal receiving module is connect with control module by conducting wire.
The medicine have the advantages that can reuse, not influenced by river discharge size using simple
Detailed description of the invention
Content expressed by this specification attached drawing and the label in figure are briefly described below:
Fig. 1 is the section view that cast-in-place across the navigation channel bowstring arch bridge middle cross beam of the specific embodiment of the invention hangs mould equipment with self-propelled
Figure；
Fig. 2 is the part that cast-in-place across the navigation channel bowstring arch bridge middle cross beam of the specific embodiment of the invention hangs mould equipment with self-propelled
Enlarged drawing；
Fig. 3 hangs mould equipment middle cross beam with self-propelled for cast-in-place across the navigation channel bowstring arch bridge middle cross beam of the specific embodiment of the invention
The partial enlarged view of side form and middle cross beam bed die；
Fig. 4 is the structure that cast-in-place across the navigation channel bowstring arch bridge middle cross beam of the specific embodiment of the invention hangs mould equipment with self-propelled
Figure.
Specific embodiment
Below by the description to embodiment, the shape of for example related each component of a specific embodiment of the invention, structure
It makes, the mutual alignment between each section and connection relationship, the effect of each section and working principle, manufacturing process and the side of operating with
Method etc., is described in further detail, completeer to help those skilled in the art to have inventive concept of the invention, technical solution
Whole, accurate and deep understanding.
Using the bowstring arch bridge of first beam rear arch construction construction when proceeding to middle cross beam and pouring, two binder is
Completion of processing, so when work in-process crossbeam middle cross beam can be poured using binder auxiliary.A kind of cast-in-place across navigation channel tied arch
Bridge middle cross beam hangs mould equipment with self-propelled, which includes a main couple, two rail being arranged on binder, four settings
Voluntarily steel wheel, two voluntarily motors being arranged in below main couple, four hydraulic pressure supports, more middle cross beams below main couple
It is bed die sunpender, eight walking sunpenders, four steel bearing beams, more top cross-arm beams, multiple sunpender nuts, multiple hydraulic tops, a set of
Middle cross beam side form, a set of middle cross beam bed die, two lower beams, two walking beams, four traveling wheel hangers, a set of full protection are anti-
Fall anti-throwing platform, two staircases and a remote control device.
Voluntarily steel wheel is divided into two groups described in four, and every group includes two voluntarily steel wheels, and two groups are separately positioned on main couple
Both ends.Two rail are separately positioned on the top of two binders, and two rail are parallel to each other.Main couple both ends are set voluntarily
Steel wheel is arranged on rail, and two both ends that voluntarily motor is separately positioned on main couple are used to drive the voluntarily steel at main couple both ends
Wheel.By voluntarily motor driven voluntarily steel wheel, main couple is moved on rail.For Auxiliary support, the main truss
The both ends of frame are respectively provided with two hydraulic pressure supports, and the both ends of hydraulic pressure support are separately connected main couple and binder.It is additionally provided on main couple
More middle cross beam bed die sunpenders, main couple are equipped with multiple vertical mounting holes, and middle cross beam bed die sunpender is inserted into mounting hole, in
The upper end of crossbeam bed die sunpender is equipped with sunpender nut and top cross-arm beam, and middle cross beam bed die sunpender is horizontal by sunpender nut and top
Spreader beam is hung on main couple, and the lower part of middle cross beam bed die sunpender is equipped with lower beam, and lower beam is equipped with a set of middle cross beam bed die, in
Crossbeam bed die is equipped with a set of middle cross beam side form, and space of the wherein the middle cross beam just between middle cross beam side form and middle cross beam bed die is poured
It builds.
In order to further support middle cross beam bed die when pouring, with pouring or preparing to pour adjacent
It is all reserved with vertical duct on two middle cross beams for having poured completion, and is pouring or is preparing to have poured adjacent two
It is poured and is equipped with walking sunpender in the duct on the middle cross beam of completion, the walking sunpender of the upper end in duct is equipped with steel bearing beam, row
The top for walking sunpender passes through main couple, and one end that walking sunpender passes through main couple is equipped with sunpender nut and top cross-arm beam.Row
The lower part for walking sunpender passes through middle cross beam, and one end that walking sunpender passes through middle cross beam is equipped with traveling wheel hanger, and traveling wheel is hung
Walking beam is equipped in frame, walking beam is connect close to one end of the middle cross beam poured with middle cross beam bed die boom foot, lower cross
The top of walking beam is arranged in beam.
Every set middle cross beam side form includes two groups of middle cross beam side form units being parallel to each other, and each middle cross beam side form unit includes
Multiple middle cross beam side form modules.The bottom of middle cross beam side form is connect by hinge with middle cross beam bed die, the top of middle cross beam side form
Equipped with the second mounting hole, the second mounting hole is equipped with pull rod, by the fixed middle cross beam side form of pull rod, so that in middle cross beam side
The angle between middle cross beam side form and middle cross beam bed die is kept when pouring in mould.
The main couple is equipped with control module and signal receiving module, and control module is connected with voluntarily motor by conducting wire
It connects, signal receiving module is connect with control module by conducting wire, and the remote control device sends signal, and signal receiving module receives letter
Control module is passed to after number, control module controls the rotation and rotation direction of voluntarily motor.
In order to facilitate main couple above and below worker, the both ends of the main couple are respectively provided with a staircase.
In order to protect the worker operated on main couple, the top two sides of the main couple are equipped with the anti-fall anti-throwing of full protection
Platform, the anti-fall anti-throwing platform of full protection can facilitate worker to walk, moreover it is possible to prevent article from falling in river.
The present invention is exemplarily described above in conjunction with attached drawing, it is clear that the present invention implements not by aforesaid way
Limitation, as long as the improvement for the various unsubstantialities that the inventive concept and technical scheme of the present invention carry out is used, or without changing
It is within the scope of the present invention into the conception and technical scheme of the invention are directly applied to other occasions.This hair
Bright protection scope should be determined by the scope of protection defined in the claims.
Claims (7)
1. a kind of cast-in-place across navigation channel bowstring arch bridge middle cross beam hangs mould equipment with self-propelled, it is characterised in that: the equipment includes that master hangs
Module is arranged in the main walking module hung in module, the supporting module being arranged in walking module and is arranged in supporting module
Pour built module；The master hang module include a main couple, four hydraulic pressure supports being arranged on main couple, more setting exist
Middle cross beam bed die sunpender on main couple, the walking sunpender being arranged on main couple；The supporting module includes that traveling wheel is hung
Frame, the walking beam being arranged on walking parsing davit and the lower beam being arranged on walking beam；It wears on the top of the walking sunpender
Main couple is crossed, one end that walking sunpender passes through main couple is equipped with sunpender nut and top cross-arm beam, the lower part for sunpender of walking are worn
Middle cross beam is crossed, one end that walking sunpender passes through middle cross beam is equipped with traveling wheel hanger, is equipped with walking beam in traveling wheel hanger,
Walking beam is connect close to one end of the middle cross beam poured with middle cross beam bed die boom foot, and walking beam is arranged in lower beam
Top.
2. cast-in-place across navigation channel bowstring arch bridge middle cross beam according to claim 1 hangs mould equipment with self-propelled, it is characterised in that:
The walking module includes that two rail being arranged on binder, four voluntarily steel wheels being arranged in below main couple and two set
The voluntarily motor below main couple is set, two voluntarily voluntarily steel wheel rotates motor driven.
3. cast-in-place across navigation channel bowstring arch bridge middle cross beam according to claim 1 hangs mould equipment with self-propelled, it is characterised in that:
The built module that pours includes a set of middle cross beam side form and a set of middle cross beam bed die.
4. cast-in-place across navigation channel bowstring arch bridge middle cross beam according to claim 2 hangs mould equipment with self-propelled, it is characterised in that:
Two rail are parallel to each other.
5. cast-in-place across navigation channel bowstring arch bridge middle cross beam according to claim 1 hangs mould equipment with self-propelled, it is characterised in that:
The supporting module further includes two hydraulic pressure supports.
6. cast-in-place across navigation channel bowstring arch bridge middle cross beam according to claim 3 hangs mould equipment with self-propelled, it is characterised in that:
Every set middle cross beam side form includes two groups of middle cross beam side form units being parallel to each other, and each middle cross beam side form unit includes multiple middle cross
The bottom of beam side module, middle cross beam side form is connect by hinge with middle cross beam bed die, and the top of middle cross beam side form is equipped with second
Mounting hole, the second mounting hole are equipped with pull rod.
7. cast-in-place across navigation channel bowstring arch bridge middle cross beam according to claim 2 hangs mould equipment with self-propelled, it is characterised in that:
The main couple is equipped with control module and signal receiving module, and control module is connect with voluntarily motor by conducting wire, and signal connects
Module is received to connect with control module by conducting wire.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710602355.1A CN107829368B (en) | 2017-07-21 | 2017-07-21 | Cast-in-place across navigation channel bowstring arch bridge middle cross beam hangs mould equipment with self-propelled |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710602355.1A CN107829368B (en) | 2017-07-21 | 2017-07-21 | Cast-in-place across navigation channel bowstring arch bridge middle cross beam hangs mould equipment with self-propelled |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107829368A CN107829368A (en) | 2018-03-23 |
| CN107829368B true CN107829368B (en) | 2019-08-27 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710602355.1A Active CN107829368B (en) | 2017-07-21 | 2017-07-21 | Cast-in-place across navigation channel bowstring arch bridge middle cross beam hangs mould equipment with self-propelled |
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| Country | Link |
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| CN (1) | CN107829368B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111691298B (en) * | 2020-04-21 | 2021-11-30 | 中铁广州工程局集团有限公司 | Construction method for wide section of half-through arch bridge |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008214940A (en) * | 2007-03-02 | 2008-09-18 | Sumitomo Mitsui Construction Co Ltd | Movable suspension timbering |
| CN203188121U (en) * | 2013-03-01 | 2013-09-11 | 浙江省交通工程建设集团有限公司 | Cast-in-place bridge floor suspending mold of half-through or through arch bridge |
| CN203947771U (en) * | 2014-07-16 | 2014-11-19 | 北京万兴建筑集团有限公司 | A kind of Bailey beam pendent form support system |
| CN205557336U (en) * | 2015-11-26 | 2016-09-07 | 柳州欧维姆机械股份有限公司 | Construct high mound from promoting walking template device |
-
2017
- 2017-07-21 CN CN201710602355.1A patent/CN107829368B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008214940A (en) * | 2007-03-02 | 2008-09-18 | Sumitomo Mitsui Construction Co Ltd | Movable suspension timbering |
| CN203188121U (en) * | 2013-03-01 | 2013-09-11 | 浙江省交通工程建设集团有限公司 | Cast-in-place bridge floor suspending mold of half-through or through arch bridge |
| CN203947771U (en) * | 2014-07-16 | 2014-11-19 | 北京万兴建筑集团有限公司 | A kind of Bailey beam pendent form support system |
| CN205557336U (en) * | 2015-11-26 | 2016-09-07 | 柳州欧维姆机械股份有限公司 | Construct high mound from promoting walking template device |
Non-Patent Citations (2)
| Title |
|---|
| 五尺沟大跨度钢管混凝土简支系杆拱桥施工方法研究;殷奇等;《第十七届全国桥梁学术会议》;20160831;第26-27页 * |
| 贝雷桁架式挂篮的设计和施工;徐凯峰;《中国西部科技》;20080515;第491页 * |
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| CN107829368A (en) | 2018-03-23 |
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| PB01 | Publication | ||
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| TR01 | Transfer of patent right |
Effective date of registration: 20201214 Address after: No.34, Lanjun Road, Tiexi District, Shenyang, Liaoning Province, 110000 Patentee after: LIAONING TRAFFIC ENGINEERING Co.,Ltd. Patentee after: CHINA STATE RAILWAY INVESTMENT CONSTRUCTION GROUP Co.,Ltd. Address before: 110000 No. 7 glide Road, Tiexi District, Shenyang, Liaoning Patentee before: LIAONING ROAD & BRIDGE CONSTRUCTION GROUP Co.,Ltd. |
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| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: No. 7, Huaxiang Road, Shenyang, 110000 Liaoning Patentee after: LIAONING ROAD & BRIDGE CONSTRUCTION GROUP CO.,LTD. Patentee after: CHINA STATE RAILWAY INVESTMENT CONSTRUCTION GROUP Co.,Ltd. Address before: No.34, Lanjun Road, Tiexi District, Shenyang, Liaoning Province, 110000 Patentee before: LIAONING TRAFFIC ENGINEERING Co.,Ltd. Patentee before: CHINA STATE RAILWAY INVESTMENT CONSTRUCTION GROUP Co.,Ltd. |