CN203129012U - Lower slide track of variable-amplitude bridge floor crane - Google Patents

Lower slide track of variable-amplitude bridge floor crane Download PDF

Info

Publication number
CN203129012U
CN203129012U CN2012205750462U CN201220575046U CN203129012U CN 203129012 U CN203129012 U CN 203129012U CN 2012205750462 U CN2012205750462 U CN 2012205750462U CN 201220575046 U CN201220575046 U CN 201220575046U CN 203129012 U CN203129012 U CN 203129012U
Authority
CN
China
Prior art keywords
oil cylinder
bridge floor
vertical shift
longitudinal
shift assembly
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.)
Expired - Fee Related
Application number
CN2012205750462U
Other languages
Chinese (zh)
Inventor
陈敏兆
赵理郁
张长城
刘子峰
易佳佳
肖浩
李海松
邬旋
白洪余
李乃岳
左家路
黄昌年
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.)
WUHU HEJIAN ROADS AND BRIDGES MACHINERY CO Ltd
Original Assignee
WUHU HEJIAN ROADS AND BRIDGES MACHINERY 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 WUHU HEJIAN ROADS AND BRIDGES MACHINERY CO Ltd filed Critical WUHU HEJIAN ROADS AND BRIDGES MACHINERY CO Ltd
Priority to CN2012205750462U priority Critical patent/CN203129012U/en
Application granted granted Critical
Publication of CN203129012U publication Critical patent/CN203129012U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

The utility model discloses a lower slide track of a variable-amplitude bridge floor crane. The lower slide track of the variable-amplitude bridge floor crane comprises a bottom beam, a first longitudinal-moving assembly, a second longitudinal-moving assembly and an oil cylinder. The first longitudinal-moving assembly and the second longitudinal-moving assembly are located at two ends of the bottom beam respectively. One end of the oil cylinder is connected with an oil cylinder base, the other end of the oil cylinder is connected with one end of a connecting beam through a first hinge pin, and the other end of the connecting beam is connected with the first longitudinal-moving assembly. The oil cylinder base is connected with the bottom beam through a second hinge pin. A transverse-moving cushion block is arranged between the oil cylinder base and the bottom beam. An anchoring pre-tightening cushion block is arranged below the bottom beam. At least three first cushion blocks are arranged between the first longitudinal-moving assembly and the ground, and at least three first cushion blocks are arranged between the second longitudinal-moving assembly and the ground. According to the lower slide track of the variable-amplitude bridge floor crane, one cushion block is arranged below the lower slide track in pre-tightening of a back anchoring threaded rod and is taken out when a whole machine moves forwards; and one cushion block is arranged between the lower side track and the oil cylinder base when a transverse-moving device is used, the cushion block is taken out when the transverse-moving device is dismounted, and therefore smoothness in longitudinal and transverse moving of the variable-amplitude bridge floor crane is guaranteed.

Description

A kind of luffing bridge floor loop wheel machine glide path
Technical field
The utility model relates to a kind of luffing bridge floor loop wheel machine glide path.
Background technology
Along with the continuous propelling of modernization construction, the various places that spread all over the country such as expressway, through street, new stride Jiang Daqiao, cross a river bridge, viaduct even bridge spanning the sea also constantly build up.These bridges use ready-made segmented bridge floor to carry out the scene usually and build assembling at present, have improved efficient and quality.In build at the scene of bridge, the bridge floor loop wheel machine large lifting equipment that is absolutely necessary, a section bridge section of can slinging is placed into assigned address and assembles.The vertical and horizontal of luffing bridge floor loop wheel machine move the main glide path that relies on the bottom, but because load weight is very big, after long-time the use, glide path can produce distortion, hinders vertical and horizontal and moves, and demands urgently improving.
The utility model content
At the problem that prior art exists, the purpose of this utility model is to propose a kind of luffing bridge floor loop wheel machine glide path, by enforcement of the present utility model, guarantees that luffing bridge floor loop wheel machine vertical and horizontal move smooth and easy.
For reaching this purpose, the utility model by the following technical solutions:
A kind of luffing bridge floor loop wheel machine glide path comprises:
Bottom girder;
The first vertical shift assembly and the second vertical shift assembly lay respectively at described bottom girder two ends;
Oil cylinder, an end is connected with oil cylinder seat, and the other end is connected with an end of tie-beam by first bearing pin, and the other end of described tie-beam is connected with the described first vertical shift assembly;
Oil cylinder seat is connected with described bottom girder by second bearing pin;
Be provided with traversing cushion block between described oil cylinder seat and the described bottom girder;
Described bottom girder below is provided with anchoring pretension cushion block;
At least three first cushion blocks are set between the first vertical shift assembly and the ground, at least three second cushion blocks are set between the second vertical shift assembly and the ground.
Preferably, the cross fall between the described first vertical shift assembly and the second vertical shift assembly is 2%.
Preferably, the described first vertical shift assembly and the described second vertical shift assembly are parallel to each other.
Based on disclosing of above technical scheme, the utility model possesses following beneficial effect:
The utility model by cushion block is set when the anchorage screw pretension of back below glide path, takes out during the complete machine reach; Traverse Displacement Unit arranges cushion block when using between glide path and oil cylinder seat, take out when Traverse Displacement Unit is removed, and has guaranteed that luffing bridge floor loop wheel machine vertical and horizontal move smooth and easy.
Description of drawings
Fig. 1 is a kind of luffing bridge floor loop wheel machine glide path elevation of the utility model embodiment 1;
Fig. 2 is a kind of luffing bridge floor loop wheel machine glide path vertical view of the utility model embodiment 1;
Fig. 3 is a kind of luffing bridge floor loop wheel machine glide path lateral view of the utility model embodiment 1.
Reference numeral:
1, bottom girder; 2, the first vertical shift assembly; 3, the second vertical shift assembly; 4, tie-beam; 5, oil cylinder; 6, oil cylinder seat; 7, first bearing pin; 8, second bearing pin; 9, first cushion block; 10, second cushion block; 11, anchoring pretension cushion block; 12, traversing cushion block.
The specific embodiment
The utility model embodiment 1 provides a kind of luffing bridge floor loop wheel machine glide path, as shown in Figure 1 to Figure 3, comprising: bottom girder 1; The first vertical shift assembly 2 and the second vertical shift assembly 3 lay respectively at described bottom girder 1 two ends, can be arranged in parallel; Oil cylinder 5, one ends are connected with oil cylinder seat 6, and the other end is connected with an end of tie-beam 4 by first bearing pin 7, and the other end of described tie-beam 4 is connected with the described first vertical shift assembly 2; Oil cylinder seat 6 is connected with described bottom girder 1 by second bearing pin 8; Be provided with traversing cushion block 12 between described tie-beam 4 and the described bottom girder 1; Be provided with anchoring pretension cushion block 12 between described bottom girder 1 and the ground; Arrange between the first vertical shift assembly 2 and the ground at least three second cushion blocks 10 are set between three first cushion block, 9, the second vertical shift assemblies 3 and the ground at least, making the cross fall between the first vertical shift assembly 2 and the second vertical shift assembly 3 is 2%.
In the course of work, anchoring pretension cushion block 11 pad when the anchorage screw pretension of back takes out during the complete machine reach below glide path; Traversing cushion block 12 pad when Traverse Displacement Unit uses takes out when Traverse Displacement Unit is removed between glide path and vertical shift oil cylinder seat 6.
The above; it only is the preferable specific embodiment of the utility model; but protection domain of the present utility model is not limited thereto; anyly be familiar with those skilled in the art in the technical scope that the utility model discloses; be equal to replacement or change according to the technical solution of the utility model and utility model design thereof, all should be encompassed within the protection domain of the present utility model.

Claims (3)

1. a luffing bridge floor loop wheel machine glide path is characterized in that, comprising:
Bottom girder;
The first vertical shift assembly and the second vertical shift assembly lay respectively at described bottom girder two ends;
Oil cylinder, an end is connected with oil cylinder seat, and the other end is connected with an end of tie-beam by first bearing pin, and the other end of described tie-beam is connected with the described first vertical shift assembly;
Oil cylinder seat is connected with described bottom girder by second bearing pin;
Be provided with traversing cushion block between described oil cylinder seat and the described bottom girder;
Described bottom girder below is provided with anchoring pretension cushion block;
At least three first cushion blocks are set between the described first vertical shift assembly and the ground, at least three second cushion blocks are set between the described second vertical shift assembly and the ground.
2. luffing bridge floor loop wheel machine glide path according to claim 1 is characterized in that, the cross fall between the described first vertical shift assembly and the second vertical shift assembly is 2%.
3. luffing bridge floor loop wheel machine glide path according to claim 1 is characterized in that, the described first vertical shift assembly and the described second vertical shift assembly are parallel to each other.
CN2012205750462U 2012-11-03 2012-11-03 Lower slide track of variable-amplitude bridge floor crane Expired - Fee Related CN203129012U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2012205750462U CN203129012U (en) 2012-11-03 2012-11-03 Lower slide track of variable-amplitude bridge floor crane

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2012205750462U CN203129012U (en) 2012-11-03 2012-11-03 Lower slide track of variable-amplitude bridge floor crane

Publications (1)

Publication Number Publication Date
CN203129012U true CN203129012U (en) 2013-08-14

Family

ID=48937007

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2012205750462U Expired - Fee Related CN203129012U (en) 2012-11-03 2012-11-03 Lower slide track of variable-amplitude bridge floor crane

Country Status (1)

Country Link
CN (1) CN203129012U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104032679A (en) * 2014-06-12 2014-09-10 同济大学 Tail pushing device for bridge body
CN109914265A (en) * 2019-04-16 2019-06-21 合建卡特工业股份有限公司 A kind of erection crane

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104032679A (en) * 2014-06-12 2014-09-10 同济大学 Tail pushing device for bridge body
CN104032679B (en) * 2014-06-12 2015-10-28 同济大学 A kind of pontic afterbody incremental launching device
CN109914265A (en) * 2019-04-16 2019-06-21 合建卡特工业股份有限公司 A kind of erection crane

Similar Documents

Publication Publication Date Title
CN103669217B (en) A kind of rear-support hanging basket and its entirety change width method for traversing
CN203923882U (en) One-sided dorsal funciculus steel work cable stayed bridge
CN207032041U (en) Variable Section Steel box beam pushing tow combines the unit
CN108639968A (en) Whole lateral moving formula cable crane
CN105002831A (en) Wheel-rail type loading and traveling cable crane
CN203129012U (en) Lower slide track of variable-amplitude bridge floor crane
CN201962607U (en) Movable elevating device for hoisting elevated bridge cantilever arm
CN108149565A (en) Gapless sky rail track beam telescoping device
CN103541300B (en) Based on the construction method of the railway concrete continuous beam that flat stacking is implemented
CN203333185U (en) Trussed gantry crane
CN103362070A (en) Cable saddle transverse moving system of large-tonnage cable crane and cable saddle transverse moving method
CN206956533U (en) A kind of railway and the horizontal multiple bay frame pier of track traffic
CN206706545U (en) The bridge arrangement of highway and rail traffic building jointly
CN203080369U (en) Floor sleeper
CN205242238U (en) Be applied to self anchored suspension bridge's main girder structure
CN201989791U (en) Support system based on combination of track traffic elevated station tracks and platform beams
CN203007843U (en) Variable amplitude deck derrick crane
CN204607431U (en) A kind of trackless transfer crane
CN207452677U (en) A kind of railway and track traffic double-layer frame pier
CN203440754U (en) Large-tonnage cable crane cable saddle sidesway system
CN203700932U (en) Multi-span anti-symmetric cable plane and anti-symmetric arch cable-stayed bridge
CN203498743U (en) Railway concrete continuous beam implemented on basis of flat pushing method
CN204662236U (en) Multi-thread hierarchical rail bridge three main truss trapezoidal cross-section structure
CN205775851U (en) Aperture apparatus crossed by a kind of mobile formwork bed die
CN203021922U (en) Sliding support point assembly

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130814

Termination date: 20181103