CN212247909U - Beam changing equipment with longitudinal moving function - Google Patents
Beam changing equipment with longitudinal moving function Download PDFInfo
- Publication number
- CN212247909U CN212247909U CN202020306816.8U CN202020306816U CN212247909U CN 212247909 U CN212247909 U CN 212247909U CN 202020306816 U CN202020306816 U CN 202020306816U CN 212247909 U CN212247909 U CN 212247909U
- Authority
- CN
- China
- Prior art keywords
- steel box
- longitudinal
- bridge
- transmission part
- box girder
- 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
Links
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model relates to a bridge trades a field, in particular to trade roof beam equipment with vertical removal function. The movable trolley comprises a movable trolley arranged on existing bridges on two sides of a frame beam piece, wherein a pair of steel box beams arranged along the longitudinal direction of the bridge are arranged above the frame beam piece, a lintel hole used for the beam piece to penetrate is formed between the pair of steel box beams, a longitudinal transmission part is arranged between the bottom end of each steel box beam and the corresponding movable trolley, and the longitudinal transmission part is used for driving the steel box beams to move along the longitudinal direction of the bridge. This application makes steel box girder longitudinal movement through vertical transmission portion, can realize the section of plugging into and feed the conversion of each other of length between the roof beam section to the effectual whole length that reduces steel box girder, with the frame roof beam demand of trading that adapts to different spans, and the convenience is crossed curved, cross the tunnel when transporting on the bridge.
Description
Technical Field
The utility model relates to a bridge trades a field, in particular to trade roof beam equipment with vertical removal function.
Background
For equipment such as bridge girder erection machines and girder dismantling machines, the main girder is mainly used for providing a moving track for hoisting machinery such as a beam hanging trolley and a gantry crane and is generally made of steel box girders. Due to the requirement of beam feeding, the main beam of the beam is longer than the span of the erected and disassembled simply supported beam. In order to improve the efficiency of the beam replacement construction, the flow process is generally adopted, one end of the flow process is connected with the removed old beam, and the other end of the flow process feeds a new beam to be erected.
Therefore, the middle section of the girder of the conventional girder replacing machine is basically consistent with the span of the erected and detached simply supported girder, and both sides of the girder are extended outwards, namely, a certain length is reserved on both sides of the middle section of the girder for transporting the girder hanging trolley in place. Thus, the main beam is much longer than the simply supported beam. When the span of the frame-changing beam is large, the main beam of the beam-changing machine may have an overlong length, which results in the problem that the main beam cannot be transported in a curve.
Therefore, the beam replacing equipment with the longitudinal moving function is provided.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a trade roof beam equipment with longitudinal movement function to solve the partial technical problem who mentions in the background art at least.
In order to achieve the purpose, the utility model adopts the following technical scheme:
the utility model provides a trade roof beam equipment with longitudinal movement function, is including setting up the travelling car on trading the existing bridge in a beam piece both sides, trades the top of a beam piece and is equipped with a pair of steel box girder that sets up along the bridge longitudinal direction, forms the lintel hole that is used for the beam piece to pass between a pair of steel box girder, is equipped with vertical transmission portion between the bottom of steel box girder and the corresponding travelling car, and vertical transmission portion is used for driving the steel box girder and moves along the bridge longitudinal direction.
Optionally, the bridge further comprises a transverse transmission part, and the transverse transmission part is used for driving the longitudinal transmission part to move on the movable trolley along the transverse direction of the bridge.
Optionally, still include spacing portion, spacing portion is used for spacing steel box girder in order to avoid breaking away from between steel box girder and the vertical transmission portion.
Optionally, the longitudinal transmission part comprises an upper driving wheel in rolling contact with the steel box girder, the transverse transmission part comprises a lower driving wheel in rolling contact with the movable trolley, a base is arranged between the upper driving wheel and the lower driving wheel, and the upper driving wheel and the lower driving wheel are both supported through the base.
Optionally, the limiting part is arranged on the base.
Optionally, each limiting part comprises an anti-overturning wheel arranged on the symmetrical side wall of the steel box girder, and the anti-overturning wheels and the base are supported through a connecting piece.
Optionally, the connecting member is hinged to the base, and the connecting member is fixed to the base through a locking member.
Optionally, a guide rail matched with the lower driving wheel is arranged on the movable trolley along the transverse direction of the bridge.
Optionally, a cross beam is arranged between the ends of the pair of steel box girders.
Has the advantages that: the application provides a trade roof beam equipment with longitudinal movement function makes steel box girder longitudinal movement through vertical transmission portion, can realize the section of plugging into and feed the conversion of each other of length between the roof beam section to the effectual whole length that reduces steel box girder, with the frame roof beam demand of trading that adapts to different spans, and the convenience is crossed when transporting on the bridge and is bent, cross the tunnel.
Drawings
Fig. 1 is a schematic position diagram of the steel box girder and the movable trolley in the connection state of the utility model.
Fig. 2 is a schematic position diagram of the steel box girder and the movable trolley in the girder feeding state of the utility model.
Fig. 3 is a plan view of the present invention.
Fig. 4 is a side view of the present invention.
Fig. 5 is a concrete structure diagram of the middle steel box girder, the longitudinal transmission part and the transverse transmission part of the present invention.
Reference numerals:
1. moving the trolley; 2. a steel box girder; 201. a middle section; 202. a docking section; 203. feeding a beam section; 301. a longitudinal transmission part; 302. a transverse transmission part; 4. a limiting part; 401. anti-overturning wheels; 402. a connecting member; 501. an upper drive wheel; 502. a lower drive wheel; 503. a base; 6. a guide rail; 7. a cross member.
Detailed Description
In order to make the above objects, features and advantages of the present invention more clearly understood, the present invention will be further described in detail with reference to the accompanying drawings and examples. It is to be understood that the embodiments described are some, but not all embodiments of the invention. The specific embodiments described herein are merely illustrative of the invention and are not intended to be limiting. All other embodiments, which can be derived from the description of the embodiments of the present invention by a person skilled in the art, are within the scope of the present invention.
Referring to fig. 1 and 2, the application provides a trade roof beam equipment with vertical removal function, including setting up travelling car 1 on trading the existing bridge in frame roof beam piece both sides, trade the top of frame roof beam piece and be equipped with a pair of steel box girder 2 that sets up along the bridge longitudinal direction, form the lintel hole that is used for the roof beam piece to pass between a pair of steel box girder 2, be equipped with vertical transmission portion 301 between the bottom of steel box girder 2 and the corresponding travelling car 1, vertical transmission portion 301 is used for driving steel box girder 2 and moves along the bridge longitudinal direction.
In the implementation process, the movable trolley 1 moves to the existing bridge at two sides of the frame-changing beam piece, and for convenience of description, the steel box girder 2 can be divided into three sections, wherein the position of the steel box girder 2 corresponding to the frame-changing beam piece is a middle section 201, and two ends of the steel box girder are a connection section 202 and a beam feeding section 203 respectively;
referring to fig. 1, in order to facilitate the connection of the beam piece after the old beam is removed, the longitudinal transmission part 301 may control the movement of the steel box beam 2, so that the steel box beam 2 moves towards one side of the joint to be connected, and thus, the connection section 202 of the steel box beam 2 correspondingly extends, and the beam feeding section 203 correspondingly shortens; at the moment, the old beam piece is dismantled through hoisting machinery such as a beam hanging trolley or a gantry crane arranged on the steel box girder 2;
after the old beam pieces are dismantled, the old beam pieces need to be connected, under the moving action of the hoisting machinery, the old beam pieces are hoisted to move towards the connection section 202, and under the combined action of the beam carrying trolley and the hoisting machinery, the connection of the old beam pieces is completed. Since the docking section 202 is in an extended state at this time, sufficient construction space can be provided for the docking process.
Referring to fig. 2, after the old beam pieces are completely connected, new beam pieces need to be fed to the hole sites to be replaced, the steel box girder 2 is made to move towards the new beam pieces which are already in place in advance under the action of the longitudinal transmission part 301, at this time, the beam feeding section 203 is correspondingly extended, the connection section 202 is correspondingly shortened, and after the steel box girder 2 is moved to be in place, the beam feeding of the new beam pieces is completed through the crane machinery in cooperation with the beam carrying trolley at the bottom end of the new beam pieces. Because the beam feeding section 203 is in an extended state at this time, sufficient construction space can be provided for the beam feeding process.
In this scheme, through the longitudinal movement of steel box girder 2, can realize the conversion of each other of length between section 202 of plugging into and the beam feeding section 203, even make steel box girder 2 originally by middle section 201 add the length of plugging into section 202 and beam feeding section 203 and constitute shorten to the length of plugging into section 202 or beam feeding section 203 and constituteing by middle section 201, consequently, the length of a section 202 of plugging into or beam feeding section 203 has been shortened, thereby the effectual whole length that has reduced steel box girder 2, in order to adapt to the different span change the frame girder demand, and the convenience is crossed the curve when transporting on the bridge, cross the tunnel.
The longitudinal transmission 301 may take a conventional arrangement, such as a gear transmission, a belt transmission, or the like.
Referring to fig. 4 and 5, a transverse transmission portion 302 is further included, and the transverse transmission portion 302 is used for driving the longitudinal transmission portion 301 to move on the moving trolley 1 along the transverse direction of the bridge.
The old beam piece needs to be adjusted transversely when being dismantled or the new beam piece falls down. And when erecting (dismantling) a single beam piece or a curved beam (dismantling beam), the transverse displacement is larger. In the prior art, a hanging beam crown block with a transverse moving function is usually adopted to realize transverse moving of a beam piece, and although the method is simple and reliable, under the condition of strict limitation requirement, the transverse moving is possibly difficult to realize. Therefore, in the present embodiment, the traverse transmission portion 302 is provided, whereby the secondary traverse is achieved, thereby completing the precise beam dropping. The lateral drive 302 may take on conventional arrangements such as a gear drive, belt drive, etc.
Referring to fig. 5, the steel box girder further includes a limiting portion 4, and the limiting portion 4 is used for limiting the steel box girder 2 to prevent the steel box girder 2 from being separated from the longitudinal transmission portion 301.
Because steel box girder 2 is when in actual use, its focus can be close to the section 202 of plugging into or the beam feeding section 203 that is in the extension state, consequently, there is the unstable condition of focus, there is certain condition that 2 perk of steel box girder or even derail of steel box girder may appear, and the problem of skew also can appear at longitudinal movement in-process in steel box girder 2, in order to avoid appearing above-mentioned phenomenon, consequently set up spacing portion 4, carry on spacingly through spacing portion 4 to steel box girder 2, avoid steel box girder 2 to appear the problem that breaks away from on longitudinal drive portion 301. This spacing portion 4 can select conventional limit structure, and in the steel box girder 2 removal process, spacing portion 4 can set up in the both sides of steel box girder 2, avoids the slippage of steel box girder 2, moves the back of taking one's place at steel box girder 2, can be used for fixing steel box girder 2, and spacing portion 4 can set up on existing bridge, travelling car 1 etc. according to technical staff's conventional technological means in this field.
The longitudinal transmission part 301 comprises an upper driving wheel 501 in rolling contact with the steel box girder 2, the transverse transmission part 302 comprises a lower driving wheel 502 in rolling contact with the movable trolley 1, a base 503 is arranged between the upper driving wheel 501 and the lower driving wheel 502, and the upper driving wheel 501 and the lower driving wheel 502 are both supported through the base 503.
In this scheme, a longitudinal transmission part 301 and a transverse transmission part 302 are mainly disclosed, that is, the longitudinal transmission part 301 may include an upper driving wheel 501 in rolling contact with the steel box girder 2, and the steel box girder 2 may be driven to move longitudinally along the bridge by the rotation of the upper driving wheel 501, and the transverse transmission part 302 may include a lower driving wheel 502 in rolling contact with the moving trolley 1, and the lower driving wheel 502 moves on the moving trolley 1 to drive transverse transmission movement, and also indirectly drive the steel box girder 2 to move. Through setting up base 503 for vertical transmission portion 301 and horizontal transmission portion 302 combine together, thereby improve the overall stability of structure, also make the overall design of structure scientific and reasonable more.
The stopper 4 is provided on the base 503.
In the present embodiment, the position of the limiting portion 4 is mainly optimized, and due to the existence of the transverse transmission portion 302, the steel box girder 2 moves in the transverse direction in addition to the longitudinal movement. The limiting part 4 is arranged on the base 503, and when the transverse transmission part 302 works, the limiting part 4 and the steel box girder 2 can be static relative to transverse movement, so that the arrangement number of the limiting part 4 is reduced, and the whole structure is optimized.
Referring to fig. 5, each limiting portion 4 includes an anti-tip wheel 401 disposed on the symmetrical side walls of the steel box girder 2, and the anti-tip wheel 401 and the base 503 are supported by a connecting member 402.
This scheme then is specific the disclosure to spacing 4, spacing 4 can be for preventing turning wheel 401 promptly, prevent turning wheel 401 through setting up and firstly can play the guide effect to 2 longitudinal motion of steel box girder, avoid the condition of steel box girder 2 slippage to appear at the longitudinal movement in-process, secondly prevent turning wheel 401 and can form the joint structure with steel box girder 2, but prevent turning wheel 401 joint in the sunken position of steel box girder 2 both sides self promptly, avoid steel box girder 2 vertical or horizontal removal to appear, thereby effectively play the comprehensive limiting displacement to steel box girder 2.
The connecting member 402 is hinged to the base 503, and the connecting member 402 is fixed to the base 503 by a locking member.
This scheme then is the further optimization that carries out connecting structure to connecting piece 402 and base 503, in the assembly process of steel box girder 2 and vertical transmission portion 301, can remove the retaining member earlier under the locking effect of connecting piece 402 for prevent turning over wheel 401 and remove the restraint, thereby be convenient for the butt joint of steel box girder 2 and vertical transmission portion 301, when steel box girder 2 installed to vertical transmission portion 301 on, make again prevent turning over wheel 401 and reset, and retrain connecting piece 402 through the retaining member, thereby accomplish and prevent turning over wheel 401 and spacing to steel box girder 2. Through the arrangement, the butting of the anti-overturning wheels 401 and the steel box girder 2 can be facilitated, and the contact distance between the anti-overturning wheels 401 and the steel box girder 2 can be reduced, so that the limiting effect of the anti-overturning wheels 401 is optimized.
Referring to fig. 4, the movable trolley 1 is provided with a guide rail 6 matched with the lower driving wheel 502 along the transverse direction of the bridge.
The lower driving wheel 502 can move transversely conveniently by arranging the guide rail 6, so that the overall stability of the transverse movement of the steel box girder 2 is improved.
Referring to fig. 3, a cross beam 7 is provided between the ends of a pair of steel box girders 2.
Through setting up crossbeam 7 then can form frame construction with steel box girder 2 between to optimize the overall stability of structure.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention in its corresponding aspects.
Claims (9)
1. The beam replacing equipment with the longitudinal moving function is characterized by comprising a moving trolley arranged on an existing bridge on two sides of a frame replacing beam piece, wherein a pair of steel box beams arranged along the longitudinal direction of the bridge are arranged above the frame replacing beam piece, a beam passing hole for the beam piece to pass through is formed between the pair of steel box beams, a longitudinal transmission part is arranged between the bottom end of each steel box beam and the corresponding moving trolley, and the longitudinal transmission part is used for driving the steel box beams to move along the longitudinal direction of the bridge.
2. The beam replacing device with the longitudinal moving function as claimed in claim 1, further comprising a transverse transmission part for driving the longitudinal transmission part to move on the moving trolley along the transverse direction of the bridge.
3. The beam replacing device with the longitudinal moving function as claimed in claim 2, further comprising a limiting part for limiting the steel box girder to avoid the separation between the steel box girder and the longitudinal transmission part.
4. The beam-changing apparatus with the longitudinal moving function as claimed in claim 3, wherein the longitudinal transmission part includes an upper driving wheel in rolling contact with the steel box beam, the transverse transmission part includes a lower driving wheel in rolling contact with the traveling trolley, a base is provided between the upper driving wheel and the lower driving wheel, and the upper driving wheel and the lower driving wheel are both supported by the base.
5. The beam-changing apparatus with the longitudinal moving function according to claim 4, wherein the stopper portion is provided on the base.
6. The beam replacing device with the longitudinal moving function as claimed in claim 5, wherein each limiting part comprises anti-overturning wheels arranged on symmetrical side walls of the steel box beam, and the anti-overturning wheels and the base are supported through connecting pieces.
7. The apparatus for changing beams with longitudinal movement function according to claim 6, wherein said connecting member is hinged on said base, said connecting member being fixed on said base by means of locking members.
8. The beam-changing apparatus with the longitudinal moving function as claimed in claim 4, wherein the moving trolley is provided with a guide rail matched with the lower driving wheel along the transverse direction of the bridge.
9. The beam exchange apparatus with a longitudinal moving function according to claim 4, wherein a cross beam is provided between ends of a pair of the steel box girders.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020306816.8U CN212247909U (en) | 2020-03-12 | 2020-03-12 | Beam changing equipment with longitudinal moving function |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020306816.8U CN212247909U (en) | 2020-03-12 | 2020-03-12 | Beam changing equipment with longitudinal moving function |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212247909U true CN212247909U (en) | 2020-12-29 |
Family
ID=73991853
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020306816.8U Active CN212247909U (en) | 2020-03-12 | 2020-03-12 | Beam changing equipment with longitudinal moving function |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212247909U (en) |
-
2020
- 2020-03-12 CN CN202020306816.8U patent/CN212247909U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP4897739B2 (en) | Girder installation method for bridge and girder lifting crane, temporary girder, girder carrying vehicle, girder used for it | |
| CN108824218B (en) | Double-beam walking bridge girder erection machine compatible with high-speed rail single-double-line girder erection for box girder erection | |
| CN102182147A (en) | Steel box girder erection method | |
| CN102174795A (en) | Reversible suspended basket wheel type travelling system and method | |
| CN111236092A (en) | Beam changing equipment with transverse moving function | |
| CN111236094A (en) | Beam changing equipment with longitudinal moving function | |
| CN107604828B (en) | Bridge girder erection machine for double T-shaped girder bridge | |
| CN110158486A (en) | It is a kind of to set up the Bridge Erector and construction method for spelling wide beam | |
| CN212247909U (en) | Beam changing equipment with longitudinal moving function | |
| CN108149589B (en) | Bridge girder erection machine with large span and tunnel box girder | |
| CN111705682B (en) | Construction method and equipment for dismantling and reconstructing upper structure of widening bridge across electrified railway | |
| CN106400700A (en) | Double-line cantilever type bridge formation machine | |
| CN211498492U (en) | Bridge construction bridging machine with prevent that incline inclined to one side overhead traveling crane sideslip track | |
| CN113882286B (en) | Bridge dismantling and building integrated machine, crossing method thereof, bridge dismantling method and newly-built method | |
| CN212714587U (en) | Equipment for removing and rebuilding superstructure of widened bridge across electrified railway | |
| CN107401124A (en) | The Bridge Erector of T-shaped beam bridge | |
| CN211420893U (en) | Rapid via hole bridge erecting machine | |
| CN103850185A (en) | Multi-truss type hanging basket for super-wide type bridge construction | |
| CN202688892U (en) | Special groove-erecting machine for erecting water conservancy aqueduct | |
| CN209585763U (en) | A kind of vehicle conveying device | |
| CN209853595U (en) | Novel lower trolley system | |
| CN212561222U (en) | Beam changing equipment with transverse moving function | |
| CN201459609U (en) | Oblique crossing box beam bridge girder erection machine | |
| CN205012232U (en) | Double -line cantilever type frame bridge crane | |
| CN102747692A (en) | Special aqueduct erecting machine for erecting water conservation aqueduct |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20220706 Address after: 102600 9 Kangzhuang Road, Huangcun Town, Daxing District, Beijing Patentee after: CHINA RAILWAY FIFTH SURVEY AND DESIGN INSTITUTE GROUP Co.,Ltd. Patentee after: BEIJING CRCC NORTH ROAD AND BRIDGE ENGINEERING CO.,LTD. Address before: 102600 9 Kangzhuang Road, Huangcun Town, Daxing District, Beijing Patentee before: CHINA RAILWAY FIFTH SURVEY AND DESIGN INSTITUTE GROUP Co.,Ltd. |