CN201221052Y - Preforming mechanism for linear unit strand of main cable of rope-suspension bridge - Google Patents
Preforming mechanism for linear unit strand of main cable of rope-suspension bridge Download PDFInfo
- Publication number
- CN201221052Y CN201221052Y CNU200820060073XU CN200820060073U CN201221052Y CN 201221052 Y CN201221052 Y CN 201221052Y CN U200820060073X U CNU200820060073X U CN U200820060073XU CN 200820060073 U CN200820060073 U CN 200820060073U CN 201221052 Y CN201221052 Y CN 201221052Y
- Authority
- CN
- China
- Prior art keywords
- main cable
- suspension bridge
- strand
- adjusting screw
- linear unit
- 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 - Lifetime
Links
- 239000000725 suspension Substances 0.000 title claims abstract description 19
- 238000007493 shaping process Methods 0.000 claims abstract description 8
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 239000006185 dispersion Substances 0.000 abstract 2
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 abstract 2
- 238000010276 construction Methods 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 16
- 239000010959 steel Substances 0.000 description 16
- 210000000689 upper leg Anatomy 0.000 description 8
- 238000005516 engineering process Methods 0.000 description 3
- 239000012141 concentrate Substances 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 229920000728 polyester Polymers 0.000 description 2
- 210000002435 tendon Anatomy 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model relates to a mechanism in the technical field of bridge and architecture construction, in particular to a pre-shaping mechanism of a linear unit main cable strand of a simulated suspension bridge. The pre-shaping mechanism comprises a riding wheel, a pressing wheel, a pedestal, a lifting frame, an adjusting screw, and an anti-dispersion block. The pre-shaping mechanism is characterized in that the riding wheel and the pressing wheel are arranged on two sides of the entire mechanism; the pedestal is arranged at the bottom for supporting the lifting frame; the adjusting screw is matched with the anti-dispersion block to form an arc-shaped structure; and the adjusting screw is arranged on the lifting frame. The pre-shaping mechanism can make the linear unit main cable stand bent during manufacture, so that the length of each wire in each strand is different from others to meet the requirement for the linear unit main cable strand of the novel simulated suspension bridge.
Description
Technical field
The utility model relates to the mechanism in a kind of bridge and building manufacturing technology field, specifically is a kind of pre-shaping mechanism of unit strand imitating main cable linearity of suspension bridge.
Background technology
Unit strand is the composition of main push-towing rope in bridges such as suspension bridge, self-anchored suspension bridge and the building structure, is the stressed member of the bearing load of main push-towing rope in bridges such as suspension bridge, self-anchored suspension bridge and the building structure.The steel wire length that present unit strand is formed a bundle strand is all identical, on the bundle thigh of a segment distance at a certain distance at steel tendon thigh outer wrapping reinforced polyester band or finer wire.Along with the development of bridge technology, in bridges such as some suspension bridges, self-anchored suspension bridge and building structure, require main push-towing rope can carry out bending.Yet traditional unit strand owing to the complexity of main cable linear, makes that every steel wire is stressed and unbalanced, thereby makes indivedual steel wires stressed greater than other steel wire that the tensile strength that may surpass steel wire that has cause the existence of potential safety hazard behind imposed load.This just requires to form the relative length difference of every steel wire in the steel tendon thigh of main push-towing rope, to guarantee unit strand (or claiming strand) every steel wire stress equalization behind imposed load.
Summary of the invention
The utility model provides a kind of pre-shaping mechanism of unit strand imitating main cable linearity of suspension bridge at above-mentioned the deficiencies in the prior art.Can make unit strand imitating main cable linearity of suspension bridge just crooked when making, make the length difference of every steel wire in the bundle thigh, to adapt to the requirement of novel unit strand imitating main cable linearity of suspension bridge.
The utility model is achieved through the following technical solutions, the utility model comprises: support roller, pinch roller, base, jacking frame, adjusting screw(rod), anti-scattered, support roller and pinch roller are installed in the both sides of entire mechanism, base is positioned at the bottom support jacking frame, adjusting screw(rod) matches with anti-scattered and forms circular-arcly, and adjusting screw(rod) is located on the jacking frame.
Wherein support roller and pinch roller are installed in the both sides of entire mechanism, the centre-height when being used to adjust bundle and strand entering this mechanism, and base is positioned at the position that the bottom is used to control jacking frame, makes it that too much displacement not take place in the horizontal direction, but can move up and down.The jack that the moving up and down of jacking frame then relies on its bottom to install.
Compared with prior art, the utility model is eliminated the bundle thigh and should be crossed former thereby stress that produce indivedual steel wires in the bundle strand such as bend and concentrate, can make unit strand imitating main cable linearity of suspension bridge just crooked when making, make the length difference of bundle strand interior every steel wire, to adapt to the requirement of novel unit strand imitating main cable linearity of suspension bridge.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
Description of symbols: support roller-1, pinch roller-2, base-3, jacking frame-4, adjusting screw(rod)-5, anti-scattered-6.
The specific embodiment
Below in conjunction with accompanying drawing embodiment of the present utility model is elaborated: present embodiment has provided detailed embodiment being to implement under the prerequisite with technical solutions of the utility model, but protection domain of the present utility model is not limited to following embodiment.
As shown in Figure 1, present embodiment comprises: support roller 1, pinch roller 2, base 3, jacking frame 4, adjusting screw(rod) 5, anti-scattered 6, support roller 1 and pinch roller 2 are installed in the both sides of entire mechanism, base 3 is positioned at bottom support jacking frame 4, adjusting screw(rod) 5 matches with anti-scattered 6 and forms circular-arcly, and adjusting screw(rod) 5 is located on the jacking frame 4.Wherein support roller 1 and pinch roller 2 are installed in the both sides of entire mechanism, the centre-height when being used to adjust bundle and strand entering this mechanism, and base 3 is positioned at the position that the bottom is used to control jacking frame 4, makes it that too much displacement not take place in the horizontal direction, but can move up and down.The jack that the moving up and down of jacking frame 4 then relies on its bottom to install.
During use, all component is in place.Before bundle strand one-tenth dish, the adjusting screw(rod) 5 of this mechanism is regulated with anti-scattered 6, make its whole formation circular-arc (particular location is difference with every bundle burst different shape), (decide) at a certain distance, make bundle strand one-tenth circular-arc jacking frame 4 jack-up to restraint burst desired shape.This moment, the steel wire length of the bundle thigh lower floor in this mechanism was different with the length of upper strata steel wire.Wrapped with reinforced polyester band or finer wire on the bundle thigh then at assigned address.
Compared with prior art, present embodiment is eliminated the bundle thigh and should be crossed former thereby stress that produce indivedual steel wires in the bundle strand such as bend and concentrate, can make unit strand imitating main cable linearity of suspension bridge just crooked when making, make the length difference of bundle strand interior every steel wire, to adapt to the requirement of novel unit strand imitating main cable linearity of suspension bridge.
Claims (1)
1. the pre-shaping mechanism of a unit strand imitating main cable linearity of suspension bridge, comprise: support roller, pinch roller, base, jacking frame, adjusting screw(rod), anti-scattered, it is characterized in that, support roller and pinch roller are installed in the both sides of entire mechanism, base is positioned at the bottom support jacking frame, adjusting screw(rod) matches with anti-scattered and forms circular-arcly, and adjusting screw(rod) is located on the jacking frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU200820060073XU CN201221052Y (en) | 2008-06-20 | 2008-06-20 | Preforming mechanism for linear unit strand of main cable of rope-suspension bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU200820060073XU CN201221052Y (en) | 2008-06-20 | 2008-06-20 | Preforming mechanism for linear unit strand of main cable of rope-suspension bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201221052Y true CN201221052Y (en) | 2009-04-15 |
Family
ID=40574563
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU200820060073XU Expired - Lifetime CN201221052Y (en) | 2008-06-20 | 2008-06-20 | Preforming mechanism for linear unit strand of main cable of rope-suspension bridge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201221052Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284082A (en) * | 2016-08-15 | 2017-01-04 | 云南云岭桥隧科技有限公司 | Main rope of suspension bridge strand preforming and erection construction method |
| CN107974946A (en) * | 2017-12-08 | 2018-05-01 | 中交路桥华东工程有限公司 | A kind of long hoist cable installation auxiliary device of suspension bridge and preparation method thereof and application method |
-
2008
- 2008-06-20 CN CNU200820060073XU patent/CN201221052Y/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284082A (en) * | 2016-08-15 | 2017-01-04 | 云南云岭桥隧科技有限公司 | Main rope of suspension bridge strand preforming and erection construction method |
| CN107974946A (en) * | 2017-12-08 | 2018-05-01 | 中交路桥华东工程有限公司 | A kind of long hoist cable installation auxiliary device of suspension bridge and preparation method thereof and application method |
| CN107974946B (en) * | 2017-12-08 | 2019-05-07 | 中交路桥华东工程有限公司 | A kind of long hoist cable installation auxiliary device of suspension bridge and preparation method thereof and application method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101476293B (en) | Non-stand construction method for large bridge arch rib | |
| KR101171039B1 (en) | Partially and fully earth-anchored cable-stayed bridge using main span prestressing appratus and construction method for the same | |
| CN103558099A (en) | Bending torsion test loading device for steel tube concrete pile | |
| CN106812328B (en) | The whole two step lifting construction methods of string prestressed steel structure rack with hanging layer | |
| CN201221052Y (en) | Preforming mechanism for linear unit strand of main cable of rope-suspension bridge | |
| CN106522362A (en) | Construction device and construction method of steel structure beam of corridor system | |
| CN103758263A (en) | Multi-layer cable truss curtain wall structure and forming method thereof | |
| CN104532757A (en) | Bi-directional traction vertical rotation construction device for cable-stayed bridge steel arch tower | |
| CN107476581A (en) | A kind of steel construction bilayer cantilevered structure lifts installation method | |
| CN102747839B (en) | Flexible lifting method for space truss structure | |
| CN101608426B (en) | Preforming traction mechanism of unit strand imitating main cable linearity of suspension bridge | |
| CN212105235U (en) | Support column replacement device | |
| CN103835238B (en) | A kind of high pier cable stayed bridge No. 0 block non-stand construction method and the structure in constructing | |
| CN103266514B (en) | Steel wire rope untwisting device and method | |
| CN203546599U (en) | Pier-side bracket | |
| CN104882267B (en) | Method for adding angle ring to transformer coil assembly | |
| CN201000413Y (en) | Building project bearing beam loading composite girder steel test device | |
| CN101613992A (en) | The preformation method of strand imitating main cable of suspension bridge | |
| CN205646501U (en) | A line pole installing support for low pressure terminal equipment | |
| CN205444692U (en) | Dendroid steel pipe concrete beam forming post | |
| CN202252366U (en) | Multilayer bridge frame support arm installation mold | |
| CN103174258B (en) | Antiskid device of beam string structure supporting rod | |
| CN209626869U (en) | A kind of rotatable cable bearer | |
| CN203082364U (en) | Support for cabling of overhead bridge frame | |
| CN200957435Y (en) | Hook arc machine |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20090415 |