CN202450444U - Cross-ear type steel-strand stay cable anchor - Google Patents

Cross-ear type steel-strand stay cable anchor Download PDF

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Publication number
CN202450444U
CN202450444U CN2012200235075U CN201220023507U CN202450444U CN 202450444 U CN202450444 U CN 202450444U CN 2012200235075 U CN2012200235075 U CN 2012200235075U CN 201220023507 U CN201220023507 U CN 201220023507U CN 202450444 U CN202450444 U CN 202450444U
Authority
CN
China
Prior art keywords
guy
sealing
steel cable
twisted steel
stay cable
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
CN2012200235075U
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Chinese (zh)
Inventor
刘双友
秦超
黄献才
黄欢
秦小波
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.)
LIUZHOU HM MACHINERY CO Ltd
Original Assignee
LIUZHOU HM MACHINERY CO Ltd
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Publication date
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Priority to CN2012200235075U priority Critical patent/CN202450444U/en
Application granted granted Critical
Publication of CN202450444U publication Critical patent/CN202450444U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a cross-ear type steel-strand stay cable anchor which comprises a squeezing anchor cup connected with a cross ear, a squeezing anchor plate with a through hole, a sealing and anchoring cylinder, a telescopic cylinder and a steel-strand stay cable. The squeezing anchor plate is mounted in the squeezing anchor cup; a steel strand is sleeved with a squeezing sleeve after passing through the through hole of the squeezing anchor plate; a squeezing sleeve pressing board is arranged at the end part of the squeezing sleeve; the sealing and anchoring cylinder is sleeved outside the steel-strand stay cable and is connected with the squeezing anchor cup; the telescopic cylinder is sleeved outside the steel-strand stay cable and is connected with the sealing and anchoring cylinder; a sealing cushion plate, a sealing cushion and a turning device are sequentially arranged on the steel-strand stay cable inside an end part of the telescopic cylinder, which is connected with the sealing and anchoring cylinder, along a direction from the sealing and anchoring cylinder to the telescopic cylinder; and an anti-corrosion material is filled inside the squeezing anchor cup and between the sealing and anchoring cylinder and the steel-strand stay cable. The cross-ear type steel-strand stay cable anchor provided by the utility model has the attractive appearance, is particularly suitable for a bridge in a steel structure, and has the greatest advantage of being rapid in mounting and construction speed. Compared with an ordinary stay cable, which is mounted by hanging and tensioning single strands, the cross-ear type steel-strand stay cable anchor can be mounted in position for one time.

Description

Fork ear formula guy of twisted steel cable ground tackle
Technical field
The utility model relates to a kind of ground tackle, particularly a kind of fork ear formula guy of twisted steel cable ground tackle.
Background technology
250 drag-lines are in bridge construction; Number of applications in the construction of cable stayed bridge particularly, 250 drag-lines can single extension cable stretchings when construction, are specially adapted to long suspension cable; Because whole whole relatively difficulty of cable stretching of hanging of drag-line; And the construction equipment that needs is also many, so increasing 250 drag-lines are applied in the construction of cable stayed bridge 250 dragline anchorages of most domestic; Basically all be that two ends are strand tapered anchorage (referring to Fig. 3), bridge tower end and girder end all need anchor plate and pre-buried pipe like this.The bridge of this type is more suitable for the bridge of reinforced concrete structure; This type bridge outward appearance is not very attractive in appearance, and along with the increase of domestic national power, each city is paid attention to the aesthetic property of bridge more; A large amount of in recent years bridges that emerges steel work; This type bridge construction speed is fast, and structure is attractive in appearance, and the ground tackle that most of bridge tower end is provided with is fork ear formula ground tackle; The fork ear formula ground tackle of existing structure only is applied on monolithic extruded formula guy of twisted steel cable and the high tensile steel wire suspension cable at present, and the drag-line of this structure is more difficult at all relative 250 drag-lines with installation of system rope for the big suspension cable of length.But because 250 stayed structures, its ground tackle is a strand tapered anchorage, can't make fork ear formula structure.
Summary of the invention
The technical problem that the utility model will solve is: a kind of handsome in appearance, bridge of being particularly suitable for steel work is provided, and the fork ear formula guy of twisted steel cable ground tackle of the fast and good seal performance of installation speed has solved the problem that exists in the above-mentioned prior art.
The technical scheme that solves the problems of the technologies described above is: a kind of fork ear formula guy of twisted steel cable ground tackle, comprise extruding anchor cup, extruding anchor slab, sealing anchorage drum, retracting cylinder and guy of twisted steel cable, and be connected with the fork ear on the described extruding anchor cup; Described guy of twisted steel cable is to be made up of N root steel strand; Have N through hole on the described extruding anchor slab, the extruding anchor slab is installed in the extruding anchor cup, and steel strand are set with extruded sleeve after passing the through hole that pushes anchor slab; The extruded sleeve end is equipped with the extruded sleeve pressing plate; Be filled with anti-corrosion material in the extruding anchor cup, the sealing anchorage drum is sleeved on outside the guy of twisted steel cable and with extruding anchor cup and is connected, and retracting cylinder is sleeved on outside the guy of twisted steel cable and with the sealing anchorage drum and is connected; Being positioned at retracting cylinder is connected on the guy of twisted steel cable of end with the sealing anchorage drum; Be disposed with sealed bolster plate, sealing mat and turner from the sealing anchorage drum toward the retracting cylinder direction, be filled with anti-corrosion material between described sealing anchorage drum and the guy of twisted steel cable, the value of N is 2-50.
The steel strand of described composition guy of twisted steel cable are that epoxy is filled steel strand, and described guy of twisted steel cable also is provided with the HDPE outer tube outward, and HDPE outer tube one end cover is packed in the retracting cylinder.
Described anti-corrosion material is an epoxy mortar.
Described sealing anchorage drum end is connected with the turner pressure ring that is used to compress turner.
Because adopt said structure, the fork ear formula guy of twisted steel cable ground tackle of the utility model has following beneficial effect:
1. handsome in appearance, be particularly suitable for the bridge of steel work.
2. biggest advantage is that installation speed is fast, whole drag-line can be on bridge floor overall package good, directly winch to the bridge tower position with crane again, put on bearing pin and promptly accomplish the extension rope, once mounting puts in place, need not resemble single extension rope and stretch-draw common 250 drag-lines.
3. good seal performance after perfusion epoxy mortar in the extruding anchor cup, has been stopped extraneous corrosion basically.
Below, in conjunction with accompanying drawing and embodiment the technical characterictic of the fork ear formula guy of twisted steel cable ground tackle of the utility model is further described.
Description of drawings
Fig. 1-Fig. 2: the fork ear formula guy of twisted steel cable ground tackle structural representation of the utility model.
Fig. 1: the main sectional view, Fig. 2 looked: left view.
Fig. 3: existing common 250 stayed structure sketch mapes.
Among the figure: 1-pitches ear, 2-extruding anchor cup, and 3-extruded sleeve pressing plate, the 4-extruded sleeve, 5-pushes anchor slab; 6-seals anchorage drum, 7-sealed bolster plate, 8-sealing mat, 9-turner, 10-turner pressure ring; The 11-retracting cylinder, 12-HDPE outer tube, 13-guy of twisted steel cable, 14-anti-corrosion material.
The 21-protective cover, 22-intermediate plate, 23-anchor slab, 24-nut, 25-anchor plate, 26-sealing drum, the pre-buried pipe of 27-, 28-damper, 29-retracting cylinder.
The specific embodiment
Embodiment 1: a kind of fork ear formula guy of twisted steel cable ground tackle like Fig. 1-shown in Figure 2, comprises extruding anchor cup 2, extruding anchor slab 5, sealing anchorage drum 6, retracting cylinder 11 and guy of twisted steel cable 13; Be connected with fork ear 1 on the described extruding anchor cup 2; Described guy of twisted steel cable 13 is to fill steel strand by N root epoxy to constitute, and has N through hole on the described extruding anchor slab 5, and extruding anchor slab 5 is installed in the extruding anchor cup 2; Steel strand are set with extruded sleeve 4 after passing the through hole that pushes anchor slab 5; The extruded sleeve end is equipped with extruded sleeve pressing plate 3, is filled with anti-corrosion material 14---epoxy mortar in the extruding anchor cup 2, and sealing anchorage drum 6 is sleeved on the outer screw thread that also passes through of guy of twisted steel cable and is connected with extruding anchor cup 2; Retracting cylinder 11 is sleeved on the outer screw thread that also passes through of guy of twisted steel cable and is connected with sealing anchorage drum 6; Be positioned at retracting cylinder 11 and be connected on the guy of twisted steel cable of end with sealing anchorage drum 6, be disposed with sealed bolster plate 7, sealing mat 8 and turner 9 from sealing anchorage drum 6 toward retracting cylinder 11 directions, described sealing anchorage drum 6 ends are useful on the turner pressure ring 10 that compresses turner 9 through being threaded; Described guy of twisted steel cable also is provided with HDPE outer tube 12 outward; HDPE outer tube one end cover is packed in the retracting cylinder 11, is filled with anti-corrosion material 14---epoxy mortar between described sealing anchorage drum 6 and the guy of twisted steel cable 13, and the value of N is 30.
It is to squeeze the PE pipe outward by the steel wire bundle that external surface is coated with epoxy resin to constitute that the described epoxy of present embodiment is filled steel strand.
As a kind of conversion of present embodiment, the radical of the steel strand of described formation guy of twisted steel cable can increase or reduce with the number of pushing the through hole that has on the anchor slab according to actual conditions, and the value of General N is 2-50.The anti-corrosion material that described anti-corrosion material can also adopt other performances to meet the demands except adopting epoxy mortar.

Claims (3)

1. pitch ear formula guy of twisted steel cable ground tackle for one kind; It is characterized in that: comprise extruding anchor cup (2), extruding anchor slab (5), sealing anchorage drum (6), retracting cylinder (11) and guy of twisted steel cable (13); Be connected with fork ear (1) on the described extruding anchor cup (2); Described guy of twisted steel cable (13) is to be made up of N root steel strand; Have N through hole on the described extruding anchor slab (5), extruding anchor slab (5) is installed in the extruding anchor cup (2), and steel strand are set with extruded sleeve (4) after passing the through hole that pushes anchor slab (5); The extruded sleeve end is equipped with extruded sleeve pressing plate (3); Be filled with anti-corrosion material (14) in the extruding anchor cup (2), sealing anchorage drum (6) is sleeved on outside the guy of twisted steel cable and with extruding anchor cup (2) and is connected, and retracting cylinder (11) is sleeved on outside the guy of twisted steel cable and with sealing anchorage drum (6) and is connected; Being positioned at retracting cylinder (11) is connected on the guy of twisted steel cable of end with sealing anchorage drum (6); Be disposed with sealed bolster plate (7), sealing mat (8) and turner (9) from sealing anchorage drum (6) toward retracting cylinder (11) direction, be filled with anti-corrosion material (14) between described sealing anchorage drum (6) and the guy of twisted steel cable (13), the value of N is 2-50.
2. fork ear formula guy of twisted steel cable ground tackle according to claim 1; It is characterized in that: the steel strand of described composition guy of twisted steel cable (13) are that epoxy is filled steel strand; Described guy of twisted steel cable also is provided with HDPE outer tube (12) outward, and HDPE outer tube one end cover is packed in the retracting cylinder (11).
3. fork ear formula guy of twisted steel cable ground tackle according to claim 1 and 2, it is characterized in that: described anti-corrosion material (14) is an epoxy mortar.
CN2012200235075U 2012-01-18 2012-01-18 Cross-ear type steel-strand stay cable anchor Expired - Fee Related CN202450444U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2012200235075U CN202450444U (en) 2012-01-18 2012-01-18 Cross-ear type steel-strand stay cable anchor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2012200235075U CN202450444U (en) 2012-01-18 2012-01-18 Cross-ear type steel-strand stay cable anchor

Publications (1)

Publication Number Publication Date
CN202450444U true CN202450444U (en) 2012-09-26

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103388306A (en) * 2013-08-01 2013-11-13 柳州欧维姆机械股份有限公司 Super-long stay cable outer protective sleeve expansion compensation device
CN106400963A (en) * 2016-09-12 2017-02-15 东南大学 Fast construction nomadic double-layer bidirectional lifting belt truss structure
CN106400962A (en) * 2016-09-12 2017-02-15 东南大学 Fast construction nomadic lifting belt single-layer cable net structure
CN108894107A (en) * 2018-06-22 2018-11-27 深圳市科兰德实业发展有限公司 Steel strand stay cable
CN110258299A (en) * 2019-06-28 2019-09-20 柳州欧维姆机械股份有限公司 Band fork ear bevel-type antiskid key anchoring guy of twisted steel cable and its construction method
CN111926704A (en) * 2020-09-11 2020-11-13 开封市天力桥建工程结构有限公司 Assembled parallel steel strand extrusion anchor cable and construction method
CN112211790A (en) * 2019-07-10 2021-01-12 北京金风科创风电设备有限公司 Ground anchor device, inhaul cable tower, wind generating set and construction method
CN113463515A (en) * 2021-07-18 2021-10-01 广西路建工程集团有限公司 Construction method of double-sealing inhaul cable anchorage device
CN113774791A (en) * 2021-08-20 2021-12-10 中铁十六局集团第五工程有限公司 Stay cable stretch-draw end ground tackle structure

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103388306B (en) * 2013-08-01 2015-07-29 柳州欧维姆机械股份有限公司 Super-long stay cable outer protective sleeve expansion compensation device
CN103388306A (en) * 2013-08-01 2013-11-13 柳州欧维姆机械股份有限公司 Super-long stay cable outer protective sleeve expansion compensation device
CN106400963A (en) * 2016-09-12 2017-02-15 东南大学 Fast construction nomadic double-layer bidirectional lifting belt truss structure
CN106400962A (en) * 2016-09-12 2017-02-15 东南大学 Fast construction nomadic lifting belt single-layer cable net structure
CN108894107A (en) * 2018-06-22 2018-11-27 深圳市科兰德实业发展有限公司 Steel strand stay cable
CN110258299A (en) * 2019-06-28 2019-09-20 柳州欧维姆机械股份有限公司 Band fork ear bevel-type antiskid key anchoring guy of twisted steel cable and its construction method
CN110258299B (en) * 2019-06-28 2024-02-06 柳州欧维姆机械股份有限公司 Tapered anti-slip key anchoring steel strand inhaul cable with fork lugs and construction method thereof
CN112211790B (en) * 2019-07-10 2022-12-27 北京金风科创风电设备有限公司 Ground anchor device, inhaul cable tower, wind generating set and construction method
CN112211790A (en) * 2019-07-10 2021-01-12 北京金风科创风电设备有限公司 Ground anchor device, inhaul cable tower, wind generating set and construction method
CN111926704A (en) * 2020-09-11 2020-11-13 开封市天力桥建工程结构有限公司 Assembled parallel steel strand extrusion anchor cable and construction method
CN113463515A (en) * 2021-07-18 2021-10-01 广西路建工程集团有限公司 Construction method of double-sealing inhaul cable anchorage device
CN113774791A (en) * 2021-08-20 2021-12-10 中铁十六局集团第五工程有限公司 Stay cable stretch-draw end ground tackle structure
CN113774791B (en) * 2021-08-20 2023-08-15 中铁十六局集团第五工程有限公司 Stay cable tensioning end anchorage device structure

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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: 20120926

Termination date: 20150118

EXPY Termination of patent right or utility model