CN2716341Y - Compression dispersion type prestressed anchor end in anchor cable - Google Patents

Compression dispersion type prestressed anchor end in anchor cable Download PDF

Info

Publication number
CN2716341Y
CN2716341Y CN 200420004558 CN200420004558U CN2716341Y CN 2716341 Y CN2716341 Y CN 2716341Y CN 200420004558 CN200420004558 CN 200420004558 CN 200420004558 U CN200420004558 U CN 200420004558U CN 2716341 Y CN2716341 Y CN 2716341Y
Authority
CN
China
Prior art keywords
anchor
head
cable
fixed end
anchor 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 - Lifetime
Application number
CN 200420004558
Other languages
Chinese (zh)
Inventor
杨晓东
汪小刚
汪炜平
李超
刘宝静
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 Institute of Water Resources and Hydropower Research
Original Assignee
China Institute of Water Resources and Hydropower Research
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 Institute of Water Resources and Hydropower Research filed Critical China Institute of Water Resources and Hydropower Research
Priority to CN 200420004558 priority Critical patent/CN2716341Y/en
Application granted granted Critical
Publication of CN2716341Y publication Critical patent/CN2716341Y/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

The utility model relates to a compression dispersion type prestressed anchor end in an anchor cable, principally comprising a fixed end bracing cable (1), an anchor cable inner anchor head (2), an end cover (3), a cover plate (4), a fixed screw (5) and an O type seal ring (6). The fixed end bracing cable (1) and the anchor cable inner anchor head (2) are penetrated and connected together by the inner hole (21) of the anchor cable inner anchor head (2), the fixed end bracing cable (1) and the anchor cable inner anchor head (2) form an integration by the cover plate (4) and the fixed screw (5), and the connection of the end cover (3) makes the transverse fixation more steady. The utility model, which is of low cost of manufacture and is simple to use, maintain and repair, makes the structure more integrative, simplifies the assembly technique, and decreases using cost greatly.

Description

Anchored end in the new type of compression dispersion-type prestressed anchorage cable
Technical field
The utility model relates to the interior anchored end of prestress anchorage cable that a kind of geotechnical engineering is used, and refers to especially interior anchored end to have improved form of structure again, makes its structure more compact, globality, the interior anchored end of the prestress anchorage cable that water proofing property is stronger.
Background technology
China's Hydraulic and Hydro-Power Engineering and other side slope, the rock anchorage engineering is experiencing a unprecedented Large scale construction stage.China's Hydraulic and Hydro-Power Engineering is brought into use prestress anchorage cable for a long time, and especially along with the upsurge in construction of development of the West Regions, large quantities of Hydraulic and Hydro-Power Engineerings also will drop among the upsurge of this use prestress anchorage cable.We improve the structure of anchored end in the tradition of commonly using several times in order to meet this climax, and the reliability such as having improved them has improved tonnage, reduced the aperture, adopt dispersed compression type, reduce the length of every section anchored end, thereby improved the quality of current anchoring engineering.On the basis of the applicant's patent " do not have anchored end in the dispersed compression type prestress anchorage cable of bonding large-tonnage small-bore (patent No.: 03239814.X) " and " do not have bonding steel strand extrusion pressing type fixed end drag-line (patent No.: 03239816.6) " to its structure improving again, make on its structural entity compact more, water proofing property is stronger, and bore diameter further reduces.
Summary of the invention
According to background technology, it is compact more on a kind of structural entity that the purpose of this utility model is to provide, in the whole waterproof of anchored end steel strand, further strengthened water resistance, anchored end in the new type of compression dispersion-type prestressed anchorage cable that bore diameter further reduces.
To achieve these goals, the utility model is achieved through the following technical solutions:
Anchored end in a kind of new type of compression dispersion-type prestressed anchorage cable, mainly by fixed end drag-line (1), anchor head (2) in the anchor cable, skull (3), cover plate (4), hold-down screw (5), O RunddichtringO (6) is formed, wherein: anchor head (2) cross-under together in the endoporus (21) of fixed end drag-line (1) by anchor head (2) in the anchor cable and the anchor cable, make fixed end drag-line (1) and anchor cable interior anchor head (2) form an integral body by hold-down screw (5) with the head that makes cover plate (4) be pressed on fixed end drag-line (1) that is connected of the interior anchor head (2) of anchor cable by cover plate (4), skull (3) is by the head nut (31) of skull (3), the bottom thread (32) of skull (3) and the anchor head screw thread (22) of the interior anchor head (2) of anchor cable are spirally connected, and compress O RunddichtringO (6).
Owing to adopted technique scheme, the utlity model has following advantage and effect:
1, structure of the present utility model is simpler, and more integration is compacter, can further reduce bore diameter, has also simplified assembly technology simultaneously, makes it cheap for manufacturing cost, can reduce the cost of a large amount of use prestress anchorage cables.
2, the utility model by single steel strand waterproof, changes in the whole waterproof of anchored end steel strand on the structure, has further strengthened water resistance, and total length adopted corrosion protection, and working service is repaired simple and easy.
Description of drawings
Figure 1A is the utility model structure collectivity cross-sectional schematic
Figure 1B is that the A of the utility model Figure 1A is to the view schematic diagram
Fig. 2 is the utility model fixed end stayed structure cross-sectional schematic
Fig. 3 is the utility model skull structure cross-sectional schematic
Fig. 4 is an anchor head structure cross-sectional schematic in the utility model anchor cable
Among the figure: 1-fixed end drag-line, the 11-zip is the termination fixedly, the 12-steel strand, anchor head in the 13-rubber sleeve, 2-anchor cable, the 21-endoporus, 22-anchor head screw thread, 23-screwed hole, 24-flower shape compact disk A, 25-flower shape compact disk B, 26-convex tendon, 3-skull, 31-head nut, 32-bottom thread, 33-lid, the 4-cover plate, 5-hold-down screw, 6-O RunddichtringO
The specific embodiment
By Figure 1A, Figure 1B illustrates, anchored end in a kind of new type of compression dispersion-type prestressed anchorage cable, mainly by fixed end drag-line 1, anchor head 2 in the anchor cable, skull 3, cover plate 4, hold-down screw 5, O RunddichtringO 6 is formed, and wherein: anchor head 2 cross-under are together in the endoporus 21 of fixed end drag-line 1 by anchor head 2 in the anchor cable and the anchor cable, make in fixed end drag-line 1 and the anchor cable anchor head 2 form an integral body by the head that makes cover plate 4 be pressed on fixed end drag-line 1 that is connected of cover plate 4 by anchor head 2 in hold-down screw 5 and the anchor cable, skull 3 is spirally connected the bottom thread 32 of skull 3 and the anchor head screw thread 22 of the interior anchor head 2 of anchor cable, and compresses O RunddichtringO 6 by the head nut 31 of skull 3.
Other knows that the interior anchor head 2 of anchor cable is connected with skull 3, has more strengthened the lateral stability that fixed end drag-line 1 connects through cover plate 4.
Illustrate by Fig. 2, the structure of the utility model fixed end drag-line 1, it is by the fixing termination 11 of zip, steel strand 12 and rubber sleeve 13 are formed, wherein, total length cover rubber sleeve 13 except that the certain size of end, zip is inserted fixedly among the termination 11 in the end of its steel strand 12, zip is fixedly pressed termination 11, and extruding becomes the fixed end drag-line 1 of no bonding steel strand.
Illustrate by Fig. 3, the structure of the utility model skull 3, it is by head nut 31, bottom thread 32 and lid 33 are formed, wherein, the lid 33 of skull 3 is a cylindrical housings, is shaped on head nut 31 at its head, be convenient to anchor cable in the assembling of anchor head 2, its bottom be shaped on bottom thread 32 be used for anchor cable in being connected of anchor head screw thread 22 of anchor head 2.
Illustrate by Fig. 4, anchor head 2 in the utility model anchor cable, mainly by flower shape compact disk A24, flower shape compact disk B25 and convex tendon 26 are formed, wherein, the overall structure of forming anchor head 2 in the anchor cable between flower shape compact disk A24 and the flower shape compact disk B25 for the cylinder three of band convex tendon 26 is shaped on endoporus 21 so that the company's of wearing fixed end drag-line 1 on it, its head is shaped on screwed hole 23 so that be connected with hold-down screw 5.

Claims (4)

1, anchored end in a kind of new type of compression dispersion-type prestressed anchorage cable, mainly by fixed end drag-line (1), anchor head (2) in the anchor cable, skull (3), cover plate (4), hold-down screw (5), O RunddichtringO (6) is formed, it is characterized in that: anchor head (2) cross-under together in the endoporus (21) of fixed end drag-line (1) by anchor head (2) in the anchor cable and the anchor cable, make fixed end drag-line (1) and anchor cable interior anchor head (2) form an integral body by hold-down screw (5) with the head that makes cover plate (4) be pressed on fixed end drag-line (1) that is connected of the interior anchor head (2) of anchor cable by cover plate (4), skull (3) is by the head nut (31) of skull (3), the bottom thread (32) of skull (3) and the anchor head screw thread (22) of the interior anchor head (2) of anchor cable are spirally connected, and compress O RunddichtringO (6).
2, anchored end in the new type of compression dispersion-type prestressed anchorage cable according to claim 1, it is characterized in that: fixed end drag-line (1), mainly by zip fixedly termination (11), steel strand (12) and rubber sleeve (13) are formed, wherein, zip is inserted fixedly among termination (11) in the end of steel strand (12), to fixing termination (11) the fixed end drag-line (1) that presses and be processed into no bonding steel strand of zip.
3, anchored end in the new type of compression dispersion-type prestressed anchorage cable according to claim 1, it is characterized in that: the structure of skull (3), by head nut (31), bottom thread (32) and lid (33) are formed, wherein, lid (33) is a cylindrical housings, and its head is shaped on head nut (31), and the bottom is shaped on bottom thread (32).
4, anchored end in the new type of compression dispersion-type prestressed anchorage cable according to claim 1, it is characterized in that: anchor head (2) in the anchor cable, by flower shape compact disk A (24), flower shape compact disk B (25) and convex tendon (26) are formed, wherein, form the integral body of anchor head (2) in the anchor cable between flower shape compact disk A (24) and the flower shape compact disk B (25) for the cylindrical structure of band convex tendon (26), be shaped on endoporus (21) on it, head is shaped on screwed hole (23).
CN 200420004558 2004-02-20 2004-02-20 Compression dispersion type prestressed anchor end in anchor cable Expired - Lifetime CN2716341Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200420004558 CN2716341Y (en) 2004-02-20 2004-02-20 Compression dispersion type prestressed anchor end in anchor cable

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200420004558 CN2716341Y (en) 2004-02-20 2004-02-20 Compression dispersion type prestressed anchor end in anchor cable

Publications (1)

Publication Number Publication Date
CN2716341Y true CN2716341Y (en) 2005-08-10

Family

ID=34869829

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200420004558 Expired - Lifetime CN2716341Y (en) 2004-02-20 2004-02-20 Compression dispersion type prestressed anchor end in anchor cable

Country Status (1)

Country Link
CN (1) CN2716341Y (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102535336A (en) * 2012-03-16 2012-07-04 柳州欧维姆机械股份有限公司 Composite prestressed bar finished guy cable and manufacturing method thereof
CN104612150A (en) * 2015-01-13 2015-05-13 中国水利水电科学研究院 Novel anchor cable used for rocky slope treatment and inner anchor heads thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102535336A (en) * 2012-03-16 2012-07-04 柳州欧维姆机械股份有限公司 Composite prestressed bar finished guy cable and manufacturing method thereof
CN102535336B (en) * 2012-03-16 2014-07-02 柳州欧维姆机械股份有限公司 Composite prestressed bar finished guy cable and manufacturing method thereof
CN104612150A (en) * 2015-01-13 2015-05-13 中国水利水电科学研究院 Novel anchor cable used for rocky slope treatment and inner anchor heads thereof
CN104612150B (en) * 2015-01-13 2017-08-25 中国水利水电科学研究院 A kind of anchor cable and its Inner bolt head administered for rock side slope

Similar Documents

Publication Publication Date Title
CN101210447B (en) Steel strand integral bundle extrusion anchor cable guy cable
CN2716341Y (en) Compression dispersion type prestressed anchor end in anchor cable
CN101509302A (en) Single steel strand stay plant and assembling method thereof
CN202611109U (en) Steel strand connector
CN200943289Y (en) Prestress FRP tendon extrusion type anchorage
CN109838038A (en) A kind of prestressing force answers material muscle composite anchorage and its forming method
CN203049919U (en) Epoxy coating steel strand anchoring structure
CN2861350Y (en) Prestressed anchorage clamping piece
CN200999418Y (en) Steel strand hank extruding anchor wire bracing cable
CN202925470U (en) Extrusion-type combined integral inhaul cable anchor device
CN2675742Y (en) Distributed prestress finished anchor cable
CN204419218U (en) A kind of novel combination type steel strand anchor rod
CN107419661B (en) A kind of novel durable hot extruded polyethylene wirerope straddle-type hoist cable
CN202323712U (en) Single replaceable stayed cable anchorage device
CN2174566Y (en) Anchoring-bolt with steel wire rope structure
CN2673945Y (en) Rock earth corrosion-proof anchorage cable with flexible self-sealing structure under said anchor
CN2182210Y (en) Connecting device for reinforcing bar
CN209443671U (en) A kind of grouting connection structure of prefabricated components
CN2182209Y (en) Connector for reinforcing bar
CN219218679U (en) Extrusion anchoring inhaul cable
CN201372520Y (en) Single steel strand inhaul cable complete device
CN2709524Y (en) Autoregulation stress cable
CN2730915Y (en) Wire contact compacted steel cable
CN2856108Y (en) Steel stranded conductor for prestressed concrete and mine anchorage cable
CN2637561Y (en) Bondingless large tonnage small hole size compression dissipation type prestressed anchor rope inner anchored end

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

Expiration termination date: 20140220

Granted publication date: 20050810