CN2658212Y - Low tower stayed-cable bridge cable saddlew ith anti-skid anchor - Google Patents

Low tower stayed-cable bridge cable saddlew ith anti-skid anchor Download PDF

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Publication number
CN2658212Y
CN2658212Y CN 03280461 CN03280461U CN2658212Y CN 2658212 Y CN2658212 Y CN 2658212Y CN 03280461 CN03280461 CN 03280461 CN 03280461 U CN03280461 U CN 03280461U CN 2658212 Y CN2658212 Y CN 2658212Y
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CN
China
Prior art keywords
cable
skid
cable saddle
anchor
saddle
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 03280461
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Chinese (zh)
Inventor
李文献
赵靖钊
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 OVM Machinery Co Ltd
Original Assignee
Liuzhou OVM 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 Liuzhou OVM Machinery Co Ltd filed Critical Liuzhou OVM Machinery Co Ltd
Priority to CN 03280461 priority Critical patent/CN2658212Y/en
Application granted granted Critical
Publication of CN2658212Y publication Critical patent/CN2658212Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

A low tower stayed-cable bridge cable saddle with anti-skid anchor includes a cable saddle and two anti-skid anchors. The utility model is characterized in that: A stayed-cable gets across the cable saddle and be locked firmly by the two anti-skid anchors which are arranged at the two sides of the cable saddle. The cable saddle is composed of a cable saddle outer tube (6) and a cable saddle inner tube (7); the anti-skid anchor is composed of an anti-skid anchor tube (2), a gland (4), a base plate (5) and epoxy mortar (3) which is filled in the anti-skid anchor tube (2); an anti-skid cable clip (9) is arranged in the anti-skid anchor tube (2); the anti-skid cable clip (9), which is connected firmly with a seal plate (4)by means of an anti-skid cable clip clamping device, is clipped on the stayed-cable (1) and be locked tightly by means of a locking bolt (10); the anti-skid cable clip clamping device is a bolt (81) or a locknut (82). The utility model can enlarge the interface of the epoxy mortar and a strand so as to make the anchor-hold to be more reliable; moreover, enough anti-skid force can be obtained but the size of the inner tube is comparatively small under the same conditions.

Description

The low-pylon cable-stayed bridge cable saddle of band anti-skid anchor
Technical field
The utility model relates to a kind of cable-stayed bridge cable cable saddle, particularly with the cable saddle of anti-skidding ground tackle.
Background technology
The low-pylon cable-stayed bridge drag-line adopts cable saddle support on the tower in the market, because reasons in structure unavoidably brings tower both sides drag-line to be subjected to force unbalance in building and operating, therefore the drag-line to the cable saddle section will limit, and promptly anti-skid anchor must be arranged.At present, low-pylon cable-stayed bridge adopts the perfusion epoxy mortar to bond in the tower both sides to the drag-line outlet section both at home and abroad, as shown in Figure 5: the low-pylon cable-stayed bridge cable saddle of existing band anti-skid anchor is made up of drag-line (20), anti-skid anchor tube (21), epoxy mortar (22), sealing mat (23), backing plate (24), cable saddle outer tube (25), the interior pipe of cable saddle (26) etc., from implementation result is can satisfy the antiskid requirement substantially, and feasible process.But also have following weak point: 1, in the interior pipe of cable saddle, the contact surface of steel strand and epoxy mortar is less, and for the contact surface that guarantees that it is enough, size of pipe will be done greatlyyer in it; 2, in the interior pipe of cable saddle, the contact surface of steel strand and epoxy mortar has only upper surface, and bottom steel strand and epoxy mortar fully do not bond, the skid resistance skewness of formation.
Technology contents
The technical problems to be solved in the utility model is: the existing steel strand of low-pylon cable-stayed bridge cable saddle of existing this band anti-skid anchor and the contact surface of epoxy mortar have only the contact surface of upper surface, steel strand and epoxy mortar less, steel strand and epoxy mortar fully do not bond, the skid resistance skewness that forms with and the size of interior pipe to do greatlyyer problem, a kind of contact surface that increases steel strand and epoxy mortar is provided, makes steel strand and epoxy mortar is more abundant bonds, safe and reliable, skid resistance is enough big and the cable saddle of the band friction skidding device that interior pipe size is less.
The technical scheme that solves its above-mentioned technical problem is: a kind of low-pylon cable-stayed bridge cable saddle with anti-skid anchor, comprise cable saddle and be positioned at the anti-skidding anchor head at two ends, drag-line passes the anti-skidding anchor head anchoring that cable saddle is positioned at the cable saddle two ends, described cable saddle is by the cable saddle outer tube, pipe constitutes in the cable saddle, described anti-skidding anchor head is by the anti-skid anchor tube, sealing mat, backing plate and the can epoxy mortar in the anti-skid anchor tube constitutes, it is characterized in that: the antiskid cord clip is arranged in the anti-skid anchor tube, this antiskid cord clip is stuck on the drag-line, tighten with lock bolt, and connect with sealing plate is fastening by cord clip antiskid top-fastener.
Described cord clip antiskid top-fastener can be a bolt, also can be locking nut.
Owing to adopt said structure, the low-pylon cable-stayed bridge cable saddle of the band anti-skid anchor of the utility model is compared with the low-pylon cable-stayed bridge cable saddle of existing band anti-skid anchor has following good effect:
1, owing to be provided with the antiskid cord clip in the cable saddle, the antiskid cord clip can provide a part of skid resistance, makes that the antiskid of cable saddle is more reliable;
2, owing to used the antiskid cord clip, the shape constraining at the drag-line in cable saddle exit is become regular hexagon, make drag-line in cable saddle, reduce greatly with the contact surface of interior pipe, drag-line can contact fully relatively with epoxy mortar, the uniform relatively skid resistance of formation;
3, under the prerequisite of anchoring quantity of the same race, quality drag-line, can reduce the cable saddle size, reduce cost.
In the utility model cable saddle, because drag-line and epoxy mortar have enough big contact surface, assurance has enough big skid resistance, under the prerequisite of quantity of the same race, quality drag-line, the radial dimension of pipe can dwindle in the cable saddle, and along with dwindling of interior pipe, outer tube dwindles too, because reducing of whole cable saddle radial dimension makes Sarasota less in the weakening of cable saddle place intensity; While is owing to the cable saddle size reducing, cord clip is constrained to regular hexagon to drag-line, make the size of outsourcing PE pipe of supporting rope dwindle greatly, the cost of PE pipe can reduce greatly, the cost that reduces also can reduce greatly cable saddle of cable saddle size, make the cost of auxiliary equipment of whole drag-line reduce greatly, make the product of this type have more competitiveness.
Description of drawings:
The structural representation of the low-pylon cable-stayed bridge cable saddle of the band anti-skid anchor of Fig. 1: the utility model embodiment one;
The C-C sectional view of Fig. 2: Fig. 1, Fig. 4;
The D-D sectional view of Fig. 3: Fig. 1, Fig. 4;
The structural representation of the low-pylon cable-stayed bridge cable saddle of Fig. 4: embodiment two described band anti-skid anchors;
Fig. 5: the structural representation of the low-pylon cable-stayed bridge cable saddle of existing band anti-skid anchor;
The C ' of Fig. 6: Fig. 5-C ' sectional view;
The D ' of Fig. 7: Fig. 5-D ' sectional view.
The specific embodiment:
Below, the technical characterictic to the low-pylon cable-stayed bridge cable saddle of the utility model band anti-skid anchor is further described in conjunction with the accompanying drawings and embodiments.
Embodiment one:
A kind of low-pylon cable-stayed bridge cable saddle with anti-skid anchor, comprise cable saddle and be positioned at the anti-skidding anchor head at two ends, drag-line passes the anti-skidding anchor head anchoring that cable saddle is positioned at the cable saddle two ends, described cable saddle is by cable saddle outer tube (6), pipe (7) constitutes in the cable saddle, described anti-skidding anchor head is by anti-skid anchor tube (2), sealing mat (4), backing plate (5) and the can epoxy mortar (3) in anti-skid anchor tube (2) constitutes, antiskid cord clip (9) is arranged in the anti-skid anchor tube, this antiskid cord clip (9) is stuck on the drag-line (1), tighten with lock bolt (10), and by cord clip antiskid top-fastener and 4 fastening connections of sealing plate, described cord clip antiskid top-fastener is bolt (81).
Embodiment two:
A kind of low-pylon cable-stayed bridge cable saddle that the band anti-skid anchor of locking nut is arranged, its basic structure is with embodiment one, institute's difference is, the used cord clip antiskid top-fastener of present embodiment is not bolt but locking nut (82), antiskid cord clip (9) has external screw thread near backing plate one end, this locking nut (82) is gone up on antiskid cord clip (9) screw thread, closely contacts with backing plate.

Claims (3)

1, a kind of low-pylon cable-stayed bridge cable saddle with anti-skid anchor, comprise cable saddle and be positioned at the anti-skidding anchor head at two ends, drag-line passes the anti-skidding anchor head anchoring that cable saddle is positioned at the cable saddle two ends, described cable saddle is by cable saddle outer tube (6), pipe (7) constitutes in the cable saddle, described anti-skidding anchor head is by anti-skid anchor tube (2), sealing mat (4), backing plate (5) and the can epoxy mortar (3) in anti-skid anchor tube (2) constitutes, it is characterized in that: antiskid cord clip (9) is arranged in the anti-skid anchor tube, this antiskid cord clip (9) is stuck on the drag-line (1), tighten with lock bolt (10), and by cord clip antiskid top-fastener and fastening connection of sealing plate (4).
2, the low-pylon cable-stayed bridge cable saddle of band anti-skid anchor as claimed in claim 1 is characterized in that: described cord clip antiskid top-fastener is a bolt (8 1).
3, the low-pylon cable-stayed bridge cable saddle of band anti-skid anchor as claimed in claim 1 is characterized in that: described cord clip antiskid top-fastener is a locking nut (8 2), antiskid cord clip (9) has external screw thread near backing plate one end, on antiskid cord clip (9) screw thread, closely contacts with backing plate (5) on this nut.
CN 03280461 2003-09-10 2003-09-10 Low tower stayed-cable bridge cable saddlew ith anti-skid anchor Expired - Fee Related CN2658212Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 03280461 CN2658212Y (en) 2003-09-10 2003-09-10 Low tower stayed-cable bridge cable saddlew ith anti-skid anchor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 03280461 CN2658212Y (en) 2003-09-10 2003-09-10 Low tower stayed-cable bridge cable saddlew ith anti-skid anchor

Publications (1)

Publication Number Publication Date
CN2658212Y true CN2658212Y (en) 2004-11-24

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Application Number Title Priority Date Filing Date
CN 03280461 Expired - Fee Related CN2658212Y (en) 2003-09-10 2003-09-10 Low tower stayed-cable bridge cable saddlew ith anti-skid anchor

Country Status (1)

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CN (1) CN2658212Y (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2013139272A1 (en) * 2012-03-20 2013-09-26 柳州欧维姆机械股份有限公司 Anti-sliding locking structure and saddle of cable-stayed bridge having same
CN104863059A (en) * 2015-05-11 2015-08-26 长安大学 Double-direction movable stay-cable anchoring device for saddle type cable tower zone of low tower cable-stayed bridge
CN107724237A (en) * 2017-11-03 2018-02-23 柳州市桥厦工程管材有限公司 A kind of cable-stayed bridge saddle with combination antiskid anchor
CN112411376A (en) * 2020-12-07 2021-02-26 柳州市邱姆预应力机械有限公司 Inhaul cable anti-skidding device and installation method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2013139272A1 (en) * 2012-03-20 2013-09-26 柳州欧维姆机械股份有限公司 Anti-sliding locking structure and saddle of cable-stayed bridge having same
CN104863059A (en) * 2015-05-11 2015-08-26 长安大学 Double-direction movable stay-cable anchoring device for saddle type cable tower zone of low tower cable-stayed bridge
CN107724237A (en) * 2017-11-03 2018-02-23 柳州市桥厦工程管材有限公司 A kind of cable-stayed bridge saddle with combination antiskid anchor
CN112411376A (en) * 2020-12-07 2021-02-26 柳州市邱姆预应力机械有限公司 Inhaul cable anti-skidding device and installation method thereof

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GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee