CN202401403U - Heavy-type hinge for installing cable tower of cable bridge - Google Patents

Heavy-type hinge for installing cable tower of cable bridge Download PDF

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Publication number
CN202401403U
CN202401403U CN2012200102815U CN201220010281U CN202401403U CN 202401403 U CN202401403 U CN 202401403U CN 2012200102815 U CN2012200102815 U CN 2012200102815U CN 201220010281 U CN201220010281 U CN 201220010281U CN 202401403 U CN202401403 U CN 202401403U
Authority
CN
China
Prior art keywords
free bearing
hinge
hinge seat
cable
tower
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
CN2012200102815U
Other languages
Chinese (zh)
Inventor
张强
王道斌
孟章印
王娜
申永峰
王卫中
李桂花
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.)
Jinhuan Construction Group Co., Ltd.
Original Assignee
HEBEI JINHUAN STEEL STRUCTURE ENGINEERING 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 HEBEI JINHUAN STEEL STRUCTURE ENGINEERING CO LTD filed Critical HEBEI JINHUAN STEEL STRUCTURE ENGINEERING CO LTD
Priority to CN2012200102815U priority Critical patent/CN202401403U/en
Application granted granted Critical
Publication of CN202401403U publication Critical patent/CN202401403U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a heavy-type hinge for installing a cable tower of a cable bridge, which comprises a lower hinge seat, a hinge shaft and an upper hinge seat. The upper hinge seat and the lower hinge seat are connected through the hinge shaft, and the upper hinge seat can freely rotate relative to the lower hinge seat. The heavy-type hinge is used for integrally vertical rotation of the cable tower of the slope cable bridge, the lower hinge seat of the hinge is fixed on a lower hinge seat anchor plate which is welded and fixed with a steel tower foundation section embedded in a concrete tower root, fineness of a rotation portion where the hinge shaft, the lower hinge seat and the upper hinge seat are connected is all Ra3.2 grade or above Ra3.2 grade, high contact area and stable rotation between the hinge shaft and a shaft hole are guaranteed, guarantees are provided to integrally vertical rotation of the cable tower, time and labor for installing the cable tower are saved, and installation accuracy is high.

Description

Drag-line bridge Sarasota is installed and is used heavy hinge
Technical field
The utility model relates to the whole vertical transfer of a kind of drag-line bridge Sarasota the equipment of usefulness is installed, and especially a kind of Sarasota is installed and used heavy hinge.
Background technology
Now, in the bridge engineering, the Longspan Bridge multiselect is with drag-line or suspension bridge, for handsome in appearance; The moulding of Sarasota and mounted angle degree are of all kinds, and this has proposed requirement with regard to setting up for the installation of Sarasota, adopt mostly and set up full framing or add dorsal funciculus hanging method piecemeal, and doing promptly like this wastes time and energy; Need the ultra-large type lifting appliance, simultaneously, the work high above the ground that has increased the workman is dangerous; And, the control of integral solder difficult quality, assembly precision is difficult for controlling.Especially when Sarasota had certain mounted angle, difficulty of construction was bigger.
The utility model content
The utility model technical issues that need to address provide a kind of Sarasota ground assembling that is used for, the heavy hinge of whole vertical transfer, and it is time saving and energy saving that Sarasota is installed, and installation accuracy is high.
For addressing the above problem, the technical scheme that the utility model is taked is: a kind of drag-line bridge Sarasota is installed and is used heavy hinge, comprises following free bearing, hinge and last free bearing, and last free bearing is connected through hinge with following free bearing, and last free bearing can freely rotate relative to following free bearing.
Said free bearing down is fixed on down on the free bearing anchor slab, and following free bearing anchor slab is fixing with the head tower section of foundation welding that is embedded in the concrete column foot.
The fineness of the rotary part that said hinge and following free bearing, last free bearing join is the Ra3.2 level or more than the Ra3.2 level.
Adopt the beneficial effect that technique scheme produced to be: the drag-line bridge Sarasota of the utility model is installed with heavy hinge supporting capacity >=3000 tons; Be used for the whole vertical transfer of Sarasota, the following free bearing of hinge is fixed on down on the free bearing anchor slab, and following free bearing anchor slab is fixing with the head tower section of foundation welding that is embedded in the concrete column foot; The fineness of the rotary part that hinge and following free bearing, last free bearing join is the Ra3.2 level or more than the Ra3.2 level; Guaranteed the higher contact area and the smooth rotation of hinge and axis hole, for the whole vertical transfer of Sarasota provides guarantee, it is time saving and energy saving that Sarasota is installed; Installation accuracy is high, and cost is low.
Description of drawings
Fig. 1 is the heavy hinge master of a utility model TV structure sketch map;
Fig. 2 is that the A of the utility model Fig. 1 is to structural representation;
Fig. 3 is that free bearing is connected the back structural representation under the utility model with following free bearing anchor slab;
Fig. 4 is that the B of the utility model Fig. 3 is to structural representation;
Fig. 5 is a free bearing structural representation on the utility model;
Fig. 6 is that the C of the utility model Fig. 5 is to structural representation;
Wherein: 1, following free bearing anchor slab, 2, free bearing down, 3, hinge, 4, go up free bearing, 5, free bearing down, 6, go up free bearing.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is done and to be described in further detail: be as illustrated in fig. 1 and 2; The utility model drag-line bridge Sarasota is installed and is used heavy hinge; Comprise following free bearing 2, hinge 3, go up free bearing 4 and following free bearing anchor slab 1, following free bearing is fixed on down on the free bearing anchor slab, and last free bearing is connected through hinge with following free bearing; Last free bearing can freely rotate relative to following free bearing, and last free bearing connects Sarasota first section box body.Wherein pin diameter is Φ 400mm, and material adopts 40Cr steel processing back modifier treatment, and otic placode 5,6 materials adopt the steel plate of Q345B material, and thickness is 90mm.Wherein go up the free bearing structure with reference to figure 5 and Fig. 6, following free bearing and structure after following free bearing anchor slab is connected are with reference to figure 3 and Fig. 4
Following free bearing, hinge and the last free bearing material of forming hinge all carry out ultrasonic testing/ ultrasonic examination before use and detect, and after completing, processing eliminates stress.The fineness of the rotary part that hinge is connected with upper and lower free bearing all reaches more than the Ra3.2 level.And in order to reduce rotary resistance, during assembling, contact surface coating butter and polytetrafluoroethylene powder.
The application of heavy hinge:
When using, hinge is the commentaries on classics hinge of Sarasota vertical transfer process, and after the Sarasota vertical transfer puts in place, hinge will bear and transmit whole load of Sarasota, and hinge uses in pairs, and the load during the Sarasota vertical transfer is shared by two hinges jointly; Following free bearing adopts the welding of groove penetration weld with following free bearing anchor slab connected mode, and the head tower of following free bearing anchor slab and concrete towers pier is weldingly fixed on together; Its installing and locating precision satisfies the hinge installation requirement, guarantees carrying out smoothly of later stage Sarasota assembly unit and vertical transfer; Upper and lower free bearing connects with dummy shaft earlier, and dummy shaft external diameter and free bearing aperture minus tolerance are 0.5mm, the contact surface coating butter and the polytetrafluoroethylene powder of dummy shaft and upper and lower free bearing; Dummy shaft processes with thick-wall seamless, after dummy shaft penetrates upper and lower free bearing, must guarantee that free bearing can freely rotate, will go up the installation site that free bearing goes to itself and Sarasota first section box body then, will go up free bearing with support and weld and fix; Upper hinge and the welding of first section box body is fixing, change through the gap of using clearance gauge inspection dummy shaft and axis hole always in the welding process of last free bearing and first section box body, when finding inhomogeneous deformation, in time adjust welding sequence; After the Sarasota assembly unit is accomplished, dummy shaft is ejected, install and be locked the contact surface coating butter and the polytetrafluoroethylene powder of hinge and upper and lower free bearing with bayonet lock with hinge.

Claims (3)

1. a drag-line bridge Sarasota is installed and used heavy hinge, it is characterized in that: comprise following free bearing, hinge and last free bearing, last free bearing is connected through hinge with following free bearing, and last free bearing can freely rotate relative to following free bearing.
2. drag-line bridge Sarasota according to claim 1 is installed and is used heavy hinge, it is characterized in that said free bearing down is fixed on down on the free bearing anchor slab, and following free bearing anchor slab is fixing with the head tower section of foundation welding that is embedded in the concrete column foot.
3. drag-line bridge Sarasota according to claim 1 is installed and use heavy hinge, and the fineness that it is characterized in that the rotary part that said hinge and following free bearing, last free bearing join is the Ra3.2 level or more than the Ra3.2 level.
CN2012200102815U 2012-01-11 2012-01-11 Heavy-type hinge for installing cable tower of cable bridge Expired - Fee Related CN202401403U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2012200102815U CN202401403U (en) 2012-01-11 2012-01-11 Heavy-type hinge for installing cable tower of cable bridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2012200102815U CN202401403U (en) 2012-01-11 2012-01-11 Heavy-type hinge for installing cable tower of cable bridge

Publications (1)

Publication Number Publication Date
CN202401403U true CN202401403U (en) 2012-08-29

Family

ID=46699057

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2012200102815U Expired - Fee Related CN202401403U (en) 2012-01-11 2012-01-11 Heavy-type hinge for installing cable tower of cable bridge

Country Status (1)

Country Link
CN (1) CN202401403U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102535352A (en) * 2012-01-11 2012-07-04 河北金环钢结构工程有限公司 Hinge for installing bridge cable tower and method for installing hinge
CN103194981A (en) * 2013-04-02 2013-07-10 中铁大桥局股份有限公司 System and method for bridge steel tower maritime vertical rotation construction
CN104963296A (en) * 2015-06-26 2015-10-07 武船重型工程股份有限公司 Overturning method of bridge segment

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102535352A (en) * 2012-01-11 2012-07-04 河北金环钢结构工程有限公司 Hinge for installing bridge cable tower and method for installing hinge
CN103194981A (en) * 2013-04-02 2013-07-10 中铁大桥局股份有限公司 System and method for bridge steel tower maritime vertical rotation construction
CN103194981B (en) * 2013-04-02 2015-06-10 中铁大桥局集团有限公司 System and method for bridge steel tower maritime vertical rotation construction
CN104963296A (en) * 2015-06-26 2015-10-07 武船重型工程股份有限公司 Overturning method of bridge segment

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee

Owner name: JINHUAN CONSTRUCTION GROUP CO., LTD.

Free format text: FORMER NAME: HEBEI JINHUAN STEEL STRUCTURE ENGINEERING CO., LTD.

CP01 Change in the name or title of a patent holder

Address after: 050000 No. 160, the Yellow River Avenue, hi tech Zone, Hebei, Shijiazhuang

Patentee after: Jinhuan Construction Group Co., Ltd.

Address before: 050000 No. 160, the Yellow River Avenue, hi tech Zone, Hebei, Shijiazhuang

Patentee before: Hebei Jinhuan Steel Structure Engineering Co.,Ltd.

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

Granted publication date: 20120829

Termination date: 20150111

EXPY Termination of patent right or utility model