CN203096597U - Bridge suspender connecting device - Google Patents

Bridge suspender connecting device Download PDF

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Publication number
CN203096597U
CN203096597U CN 201320090653 CN201320090653U CN203096597U CN 203096597 U CN203096597 U CN 203096597U CN 201320090653 CN201320090653 CN 201320090653 CN 201320090653 U CN201320090653 U CN 201320090653U CN 203096597 U CN203096597 U CN 203096597U
Authority
CN
China
Prior art keywords
suspender
connecting device
bridge
suspension rod
anchoring
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
CN 201320090653
Other languages
Chinese (zh)
Inventor
李圣荣
狄海飞
王合春
张红华
赵远
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.)
China Railway 15th Bureau Group Co Ltd
Second Engineering Co Ltd of China Railway 15th Bureau Group Co Ltd
Original Assignee
China Railway 15th Bureau Group Co Ltd
Second Engineering Co Ltd of China Railway 15th Bureau Group 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 China Railway 15th Bureau Group Co Ltd, Second Engineering Co Ltd of China Railway 15th Bureau Group Co Ltd filed Critical China Railway 15th Bureau Group Co Ltd
Priority to CN 201320090653 priority Critical patent/CN203096597U/en
Application granted granted Critical
Publication of CN203096597U publication Critical patent/CN203096597U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a bridge suspender connecting device. The bridge suspender connecting device comprises tubular screws, and the inner diameter of one end of each tubular screw is larger than the inner diameter of the other end of each tubular screw. A stop block is arranged in each tubular screw, and a through hole is formed in the stop block. When the bridge suspender connecting device is used, the bridge suspender connecting device is rotated and screwed in an anchoring cup at the upper end of a suspender, the tubular screws are matched with threads in a suspender cable tensioning end anchoring cup, shackles of the stop blocks in the tubular screws are connected with load cable ends of a lifting device, a lifting dragging device is used for installing the suspender on a steel tube arch rib anchoring cushion plate, a tensioning end nut is sleeved with a suspender anchoring device, the suspender anchoring device is twisted and locked, a load cable is loosened, the bridge suspender connecting device is unbound, and then the upper end suspender is installed. The bridge suspender connecting device is easy to machine, material and machine tool consumption are small, construction cost is low, operation is fast and convenient, connection is simple and firm, working efficiency is high, and safety risk of aloft working is effectively reduced.

Description

A kind of bridge suspension rod linkage
Technical field
The utility model relates to technical field of bridge engineering, particularly a kind of bridge suspension rod linkage.
Background technology
In the construction of bowstring arch bridge, adopt the ground tackle of lifting appliance traction suspension rod upper end when main arch district suspension rod is installed, suspension rod be installed to the relevant position of arch rib again, traditional way is, when lifting, at first the haulage cable with lifting appliance is connected with the binding of suspension rod ground tackle, with lifting traction facility suspension rod is installed to steel tube arch arch rib anchor plate place again, the stretch-draw end nut is put the suspension rod ground tackle, turn round locking, loosen haulage cable, remove connector, be i.e. upper end suspension rod installation; Traditional way binding is time-consuming, inconvenient operation, and it is insecure to connect complexity, and operating efficiency is low, and has increased work high above the ground personnel's security risk.
The utility model content
In order to address the aforementioned drawbacks, the bridge suspension rod linkage that the utility model provides a kind of convenient to use, time and labour saving, is connected firmly, the height money risk is little.
For realizing that the technical scheme that the purpose of this utility model adopted is: a kind of bridge suspension rod linkage, comprise tubular screw, the internal diameter of described tubular screw one end is provided with block greater than other end internal diameter in the described tubular screw, and this block is provided with through hole.
Described through hole is provided with shackle.
The vertical section of described block is the T type.
Screw thread in described tubular screw and the described suspension rod cable stretching end anchor cup matches.
The utility model is to realize like this, the suspension rod linkage is screwed in the anchor cup on suspension rod top, screw thread in described tubular screw and the described suspension rod cable stretching end anchor cup matches, the shackle of described tubular screw internal stop is connected with the haulage cable termination of lifting appliance, utilize lifting traction facility that suspension rod is installed to steel tube arch arch rib anchor plate place, the stretch-draw end nut is put the suspension rod ground tackle, turn round locking, loosen haulage cable, separate the suspension rod linkage, be i.e. upper end suspension rod installation.Therefore, the utility model handling ease, material and the facility consumption is little, construction cost is low, swift and convenient to operate, it is simply firm to connect, and the operating efficiency height effectively reduces the security risk of work high above the ground.
Description of drawings
Below in conjunction with accompanying drawing the utility model is further described:
Fig. 1 is a structural representation of the present utility model.
The specific embodiment
As shown in Figure 1, a kind of bridge suspension rod linkage, comprise tubular screw 1, the internal diameter of described tubular screw 1 one ends is greater than other end internal diameter, be provided with block 5 in the described tubular screw 1, this block 5 is provided with through hole, and described through hole 4 is provided with shackle 3, the vertical section of described block 5 is the T type, and the screw thread in described tubular screw 1 and the described suspension rod cable stretching end anchor cup matches.
The utility model is to realize like this, the suspension rod linkage is screwed in the anchor cup on suspension rod top, screw thread in described tubular screw and the described suspension rod cable stretching end anchor cup matches, the shackle of described tubular screw internal stop is connected with the haulage cable of lifting appliance 2 terminations, utilize lifting traction facility that suspension rod is installed to steel tube arch arch rib anchor plate place, the stretch-draw end nut is put the suspension rod ground tackle, turn round locking, loosen haulage cable, separate the suspension rod linkage, be i.e. upper end suspension rod installation.Therefore, the utility model handling ease, material and the facility consumption is little, construction cost is low, swift and convenient to operate, it is simply firm to connect, and the operating efficiency height effectively reduces the security risk of work high above the ground.

Claims (4)

1. bridge suspension rod linkage, it is characterized in that: comprise tubular screw, the internal diameter of described tubular screw one end is provided with block greater than other end internal diameter in the described tubular screw, and this block is provided with through hole.
2. bridge suspension rod linkage as claimed in claim 1, it is characterized in that: described through hole is provided with shackle.
3. bridge suspension rod linkage as claimed in claim 1, it is characterized in that: the vertical section of described block is the T type.
4. bridge suspension rod linkage as claimed in claim 1 is characterized in that: the screw thread in described tubular screw and the described suspension rod cable stretching end anchor cup matches.
CN 201320090653 2013-02-28 2013-02-28 Bridge suspender connecting device Expired - Fee Related CN203096597U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320090653 CN203096597U (en) 2013-02-28 2013-02-28 Bridge suspender connecting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320090653 CN203096597U (en) 2013-02-28 2013-02-28 Bridge suspender connecting device

Publications (1)

Publication Number Publication Date
CN203096597U true CN203096597U (en) 2013-07-31

Family

ID=48848014

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320090653 Expired - Fee Related CN203096597U (en) 2013-02-28 2013-02-28 Bridge suspender connecting device

Country Status (1)

Country Link
CN (1) CN203096597U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110029582A (en) * 2019-05-16 2019-07-19 中铁十五局集团第一工程有限公司 A kind of device and method for the double sunpender synchronous tensions of bowstring arch bridge
CN110485262A (en) * 2019-07-29 2019-11-22 中交四公局第一工程有限公司 A kind of bridge sling connection structure
CN113005927A (en) * 2021-04-06 2021-06-22 厦门合诚工程技术有限公司 Cable force conversion device for replacing suspender

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110029582A (en) * 2019-05-16 2019-07-19 中铁十五局集团第一工程有限公司 A kind of device and method for the double sunpender synchronous tensions of bowstring arch bridge
CN110029582B (en) * 2019-05-16 2024-06-11 中铁十五局集团第一工程有限公司 Device and method for synchronous tensioning of double suspenders of tied-arch bridge
CN110485262A (en) * 2019-07-29 2019-11-22 中交四公局第一工程有限公司 A kind of bridge sling connection structure
CN110485262B (en) * 2019-07-29 2022-02-08 中交四公局第一工程有限公司 Bridge sling connection structure
CN113005927A (en) * 2021-04-06 2021-06-22 厦门合诚工程技术有限公司 Cable force conversion device for replacing suspender

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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

Granted publication date: 20130731

CF01 Termination of patent right due to non-payment of annual fee