CN202849946U - Bridge girder erection machine of space truss - Google Patents
Bridge girder erection machine of space truss Download PDFInfo
- Publication number
- CN202849946U CN202849946U CN 201220542310 CN201220542310U CN202849946U CN 202849946 U CN202849946 U CN 202849946U CN 201220542310 CN201220542310 CN 201220542310 CN 201220542310 U CN201220542310 U CN 201220542310U CN 202849946 U CN202849946 U CN 202849946U
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- Prior art keywords
- steel
- leading role
- fixed
- adjacent
- removable
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 77
- 239000010959 steel Substances 0.000 claims abstract description 77
- 210000000614 Ribs Anatomy 0.000 claims abstract description 7
- 230000000875 corresponding Effects 0.000 claims description 22
- 230000000712 assembly Effects 0.000 claims description 2
- 230000003014 reinforcing Effects 0.000 claims description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 238000004642 transportation engineering Methods 0.000 description 8
- 238000010276 construction Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 238000003466 welding Methods 0.000 description 2
- 230000001154 acute Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
Abstract
The utility model discloses a bridge girder erection machine of a space truss. A main beam of the bridge girder erection machine of the space truss is formed by assembly of basic units. Each basic unit comprises four main steel angles, wherein the main steel angles extend along the length direction of the main beam and occupy the positions of four edges of a quadrangular. Every two adjacent basic units can be fixedly assembled in a detachable mode through correspondence of the main steel angles of the two basic units. A connection rib is fixed between one end of a main steel angle and the other end of the other main steel angle in a detachable mode, wherein the two steel angles are adjacent and are arranged on the lateral face of the quadrangular of each basic unit. Straight lines on which two adjacent connection ribs on any lateral face of the quadrangular are located intersect. Supporting steel angles are fixed on the outer end portions of two steel angles, located at the outer end of each basic unit, on any lateral face of the quadrangular in a detachable mode. A support steel angle is fixed between two splicing points of main steel angles on any lateral faces of the quadrangulars of two adjacent basic units in a detachable mode. Due to the fact that the bridge girder erection machine of the space truss is assembled by a plurality of components, interchangeability is high, and standardization degree of a manufacturing process is improved.
Description
Technical field
The utility model relates to a kind of Bridge Erector, and relating in particular to a kind of girder is by the assembled space truss Bridge Erector of a plurality of elementary cells, belongs to the bridge span erecting machine field.
Background technology
The Bridge Erector of existing a kind of two-beam type, the Bridge Erector of two-beam type has two girders, two girders be arranged in parallel and link together by jib, be provided with guide rail on two girders, move on the guide rail and be provided with dolly, all support being provided with supporting leg at the two ends of two girders, supporting leg is used for girder is supported on the ground, install on the ground the lower end of supporting leg, and upper end and the girder of supporting leg are fixed.The girder of Bridge Erector belongs to tall and slender structure, and suffered primary load=comprise deadweight, lift heavy, wind load, earthquake and relevant dynamic load presents curved, as to press combination complicated complicated applied force state.In order better to distribute internal force to optimize structure, reduce wind load, girder and crossbeam can adopt truss structure.
Truss-like crane ' s major girder and jib are the frame constructions of rod member welding, and height reaches as high as several meters more than 1500mm, and the cross section is rectangle, and width is generally also more than 1m.More than the about 15000kg of quality reaches.The traffic requirements oversize vehicle, carrying needs lifting appliance, and on-the-spot bolt or the pin of using connects.
Existing Bridge Erector adopts welded construction, and the single-piece quality is large, and maintenance cost is high, in addition, the Bridge Erector standard block of different model and diversified in specifications, the type steel model of use are also different, the Bridge Erector of different model needs different manufacturing process and matching tooling, makes and organizes comparatively complexity.
Simultaneously, truss-like Bridge Erector end carriage, girder gabarite is large, quality is large, and transportation is inconvenient with carrying, and transportation is high with landed cost.In the mountain area or the poor area of road technical condition use and be restricted.
Secondly, the Bridge Erector standard block is welded construction, when the situation such as indivedual Deformation Member, damages occurring in transportation, carrying and use procedure, can only change whole unit, and maintenance cost is high.
Moreover the Bridge Erector standard block is welded construction, weld defect occurs easily, affects application life, has reduced and has repeated the number of times that assembly unit is used.Have emergentness because welding destroys, occur easily because member and weld fatigue destroy the security incident that causes in use procedure.
Summary of the invention
The purpose of this utility model is to provide a kind of space truss Bridge Erector, take solve in the prior art because of the Bridge Erector standard block as welded construction in transportation, carrying and use procedure in case the situations such as indivedual Deformation Member, damages occur, just can only change whole unit, cause the high problem of maintenance cost.
For achieving the above object, the utility model adopts following technical scheme: a kind of space truss Bridge Erector, comprise two girders that be arranged in parallel and the jib that two girders are coupled together, the two ends of every girder are all supported and are provided with supporting leg, described girder is assembled by elementary cell, described elementary cell comprises that four of extending along the length direction of girder occupy leading role's steel of position of four ribs of four-prism, two adjacent elementary cells fixedly are bolted together by corresponding removable between both leading role's steel, the removable dowel that is fixed with between an end of one in adjacent two leading role's steel on the side of four-prism of each elementary cell and the other end of another root, be on any side of four-prism and the straight line at two adjacent reinforcing rib places intersects, be in the removable support angle steel that is fixed with in outer end of two leading role's steel on any side of four-prism of the elementary cell of outer end, the removable support angle steel that is fixed with between two splice point of the leading role's steel on arbitrary side of four-prism of two adjacent elementary cells.
Leading role's steel of per two adjacent elementary cells is removable fixing by four pairs of junction plates respectively, two junction plates of every pair of junction plate are all mutually vertical and be on two adjacent sides of four-prism, two elementary cells are mutual corresponding two leading role's steel removable two ends that are fixed on a pair of junction plate outside respectively in twos, the two ends of corresponding support angle steel are the removable inboard that is fixed on two junction plates respectively, be in leading role's steel of elementary cell of outer end also by the four pairs of junction plates and corresponding four removable fixing of support angle steel, be on the external end head of each leading role's steel of elementary cell of outer end and all be fixed with a pair of junction plate, two terminations supporting angle steel that are in the outer end are separately fixed on two corresponding junction plates.
All pass through bolts assemblies between described leading role's steel, support angle steel and dowel and the junction plate.
Girder of the present utility model is assembled by elementary cell, and leading role's steel of elementary cell, dowel and the annexation that supports between the angle steel are removable fixing, that is to say that the utility model was loose mail before assembling, the single-piece quality is little, interchangeability is strong, be conducive to improve the manufacture process standardization level, be convenient to realize the lean manufacturing.And if in transportation or use procedure, rod member occurs and damage, can change the plane frame maintenance by on-the-spot, reduce owing to become section to change a wasting of resources that causes, save maintenance cost.And because single-piece quality and institute's duty are all less, can realize the transportation of Container Transport or containerization, can or lack in the situation of large-scale handling machinery in the transportation difficulty, rely on manually carry and assembly unit fully, save transportation and trucking expenses.
Description of drawings
Fig. 1 is front view of the present utility model;
Fig. 2 is the left view of Fig. 1;
Fig. 3 is in leading role's steel, the dowel on side of four-prism and the assembly structure schematic diagram that supports angle steel among Fig. 1;
Fig. 4 is the perspective view of standard knot of the present utility model.
The specific embodiment
A kind of embodiment of space truss Bridge Erector, in Fig. 1～4, its two girders 2 be arranged in parallel, two girders link together by jib, the two ends of each root girder are respectively arranged with a supporting leg 1, the upper end of supporting leg 1 and girder 2 are fixing, and the girder in the present embodiment is trussed construction, and all is to be formed by the mode of multistage elementary cell by assembly unit.Elementary cell has four leading role's steel 3 that are parallel to each other, four leading role's steel 3 occupy respectively the position of four ribs of a four-prism, the bearing of trend of leading role's steel 3 is identical with the bearing of trend of its corresponding girder, two adjacent elementary cells are bolted together by the connection of the correspondence between both leading role's steel, also just say, leading role's steel of each elementary cell is corresponding the connection successively, is spliced into four rod members corresponding with girder that be parallel to each other.Leading role's steel 3 of two adjacent elementary cells is assembled together by four pairs of junction plates 4, two fishplate bars in the every pair of junction plate are all mutually vertical and be in two adjacent sides of four-prism, four pairs of junction plates 4 are in respectively four junctions of leading role's steel of two adjacent elementary cells, and two mutual four corresponding leading role's steel of elementary cell are respectively by the removable two ends that are fixed on corresponding a pair of junction plate 4 outsides of bolt.Be provided with four in the junction of two elementary cells and support angle steel 5, these four support angle steel are in respectively on arbitrary side of four-prism, and are connected between two splice point of four root leading role steel on the face that is in four-prism.Two ends of supporting angle steel 5 are separately positioned on two leading role's steel junctions on the side that two elementary cells are in four-prism, and the two ends of supporting angle steel 5 are bolted on respectively the inboard of corresponding two junction plates 4.
The outer end of four leading role's steel 3 that is in the elementary cell of outer end is fixed with respectively a junction plate 4, support and connection have the four support angle steel 5 of four sides on year that are in respectively four-prism between four junction plates 4, four leading role's steel 3 that are in the elementary cell of outer end are fixed with the outside of corresponding two junction plates 4 by bolt respectively, the corresponding two ends of supporting angle steel 5 are bolted with the inboard of two junction plates 4 respectively, and four of junction that are in two adjacent standards support angle steel and surround a rectangle frame.
An elementary cell between two leading role's steel 3 on any side of four-prism, be connected with dowel 6, dowel 6 is all crossing with two corresponding leading role's steel 3, and the angle between dowel and the leading role's steel is acute angle, one end of dowel 6 is bolted on the junction plate at corresponding leading role's steel 3 one end places, the other end of dowel 6 is bolted on the junction plate at corresponding another root leading role steel 3 other end places, and dowel 6 is in corresponding leading role's steel with junction plate and links to each other with supporting the part between the angle steel.Be on any side of four-prism and the straight line at dowel 6 places of two adjacent elementary cells intersects.
Leading role's steel in the present embodiment, support angle steel and dowel all are fixed together by bolt is removable, also can be fixed together by pin is removable.
The junction of the leading role's steel among this city embodiment, support angle steel and dowel all is provided with junction plate, also can junction plate be set, directly interconnects.
Claims (3)
1. space truss Bridge Erector, comprise two girders that be arranged in parallel and the jib that two girders are coupled together, the two ends of every girder are all supported and are provided with supporting leg, it is characterized in that: described girder is assembled by elementary cell, described elementary cell comprises that four of extending along the length direction of girder occupy leading role's steel of position of four ribs of four-prism, two adjacent elementary cells fixedly are bolted together by corresponding removable between both leading role's steel, the removable dowel that is fixed with between an end of one in adjacent two leading role's steel on the side of four-prism of each elementary cell and the other end of another root, be on any side of four-prism and the straight line at two adjacent reinforcing rib places intersects, be in the removable support angle steel that is fixed with in outer end of two leading role's steel on any side of four-prism of the elementary cell of outer end, the removable support angle steel that is fixed with between two splice point of the leading role's steel on arbitrary side of four-prism of two adjacent elementary cells.
2. space truss Bridge Erector according to claim 1, it is characterized in that: leading role's steel of per two adjacent elementary cells is removable fixing by four pairs of junction plates respectively, two junction plates of every pair of junction plate are all mutually vertical and be on two adjacent sides of four-prism, two elementary cells are mutual corresponding two leading role's steel removable two ends that are fixed on a pair of junction plate outside respectively in twos, the two ends of corresponding support angle steel are the removable inboard that is fixed on two junction plates respectively, be in leading role's steel of elementary cell of outer end also by the four pairs of junction plates and corresponding four removable fixing of support angle steel, be on the external end head of each leading role's steel of elementary cell of outer end and all be fixed with a pair of junction plate, two terminations supporting angle steel that are in the outer end are separately fixed on two corresponding junction plates.
3. space truss Bridge Erector according to claim 2 is characterized in that: all pass through bolts assemblies between described leading role's steel, support angle steel and dowel and the junction plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220542310 CN202849946U (en) | 2012-10-23 | 2012-10-23 | Bridge girder erection machine of space truss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220542310 CN202849946U (en) | 2012-10-23 | 2012-10-23 | Bridge girder erection machine of space truss |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202849946U true CN202849946U (en) | 2013-04-03 |
Family
ID=47981162
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220542310 Expired - Fee Related CN202849946U (en) | 2012-10-23 | 2012-10-23 | Bridge girder erection machine of space truss |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202849946U (en) |
-
2012
- 2012-10-23 CN CN 201220542310 patent/CN202849946U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: BEIJING KERUI ANBANG TECHNOLOGY CO., LTD. Free format text: FORMER OWNER: XINXIANG KERUI HEAVY MACHINERY TECHNOLOGY CO., LTD. Effective date: 20141230 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 453400 XINXIANG, HENAN PROVINCE TO: 100000 SHIJINGSHAN, BEIJING |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20141230 Address after: 100000, No. 8, building 30, Shijingshan District Hing Street, Beijing Patentee after: Beijing Kerui Anbang Technology Co., Ltd. Address before: The western part of Changyuan County, Xinxiang City People's road 453400 in Henan Province Patentee before: Xinxiang Kerui Heavy Machinery Technology Co., Ltd. |
|
| EXPY | Termination of patent right or utility model | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130403 Termination date: 20151023 |