CN105569273B - A kind of steel strand wires end anchorage device - Google Patents

A kind of steel strand wires end anchorage device Download PDF

Info

Publication number
CN105569273B
CN105569273B CN201510960114.5A CN201510960114A CN105569273B CN 105569273 B CN105569273 B CN 105569273B CN 201510960114 A CN201510960114 A CN 201510960114A CN 105569273 B CN105569273 B CN 105569273B
Authority
CN
China
Prior art keywords
steel strand
strand wires
pedestal
bottom plate
anchor disk
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.)
Active
Application number
CN201510960114.5A
Other languages
Chinese (zh)
Other versions
CN105569273A (en
Inventor
谢志峰
魏海涛
张小妹
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.)
Xinjiang Yinlong Prestressed Materials Co., Ltd.
Original Assignee
TIANJIN YINLONG HIGH-TECH NEW MATERIAL RESEARCH INSTITUTE 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 TIANJIN YINLONG HIGH-TECH NEW MATERIAL RESEARCH INSTITUTE Co Ltd filed Critical TIANJIN YINLONG HIGH-TECH NEW MATERIAL RESEARCH INSTITUTE Co Ltd
Priority to CN201510960114.5A priority Critical patent/CN105569273B/en
Publication of CN105569273A publication Critical patent/CN105569273A/en
Application granted granted Critical
Publication of CN105569273B publication Critical patent/CN105569273B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08Members specially adapted to be used in prestressed constructions
    • E04C5/12Anchoring devices

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

The present invention provides a kind of steel strand wires end anchorage devices, the advantages of prestress steel strand reinforced technological synthesis external prestressing strengthening technology, high strength steel strand reinforcement technique, it is a novel reinforcement technique, the high strength characteristics of steel strand wires can be given full play to, but existing prestress wire end anchorage device can not carry out adaptability adjusting to steel strand prestress, and since the creep on stratum, steel relaxation, structural change etc. cause steel strand prestress value to change, it causes anchoring body system to destroy, can not ensure the safety and stability of building, bridge.Steel strand wires end anchorage device of the present invention can carry out adaptability adjusting to the prestressing force of steel strand wires, steel strand prestress value changes caused by avoiding the creep due to stratum, steel relaxation, structural change etc., to enhance the stability of anchoring body system, ensure the safety and stability of building, bridge.

Description

A kind of steel strand wires end anchorage device
Technical field
The invention belongs to anchor field, more particularly, to a kind of steel strand wires end anchorage device.
Background technology
Prestress steel strand reinforced technological synthesis external prestressing strengthening technology, high strength steel strand reinforcement technique it is excellent Point is a novel reinforcement technique, can give full play to the high strength characteristics of steel strand wires, but existing prestress wire anchors Device can not carry out adaptability adjusting to steel strand prestress, and since the creep on stratum, steel relaxation, structural change etc. cause Steel strand prestress value changes, and anchoring body system is caused to destroy, and can not ensure the safety and stability of building, bridge.
Invention content
In view of this, the present invention is directed to propose a kind of steel strand wires end anchorage device, loose with the creep due to stratum, steel The problem of relaxation and structural change etc. cause anchoring body system to destroy.
In order to achieve the above objectives, the technical proposal of the invention is realized in this way:
A kind of steel strand wires end anchorage device, including the anchor disk and pedestal that arrangement and longitudinal section take the shape of the letter U outside in one, institute It states between the bottom plate of anchor disk and the bottom plate of the pedestal there are gap, is both provided in the middle part of the bottom plate of the pedestal and anchor disk logical Hole, steel strand wires one end are fixed on by horn socket on the bottom plate of the anchor disk, and the horn socket outer surface is tapered, the cone Shape pipe sleeve inner surface is provided with internal thread, is reached after the through-hole for the bottom plate that the steel strand wires other end sequentially passes through anchor disk and pedestal Below the bottom plate of pedestal;It is symmetrical arranged on the bottom plate of the anchor disk there are two bolt hole, adjustment bolt passes through the bolt hole simultaneously The bottom plate for withstanding pedestal is set to the anchor with the adjusting nut of adjustment bolt cooperation and tries to get to the heart of a matter the lower end of plate;The two of the pedestal It is symmetrical arranged there are two slotted hole on side plate, is provided with circular hole corresponding with the slotted hole on the side plate of the anchor disk, tightly The side plate of the anchor disk and pedestal is fixed together by fixing bolt after passing through the circular hole and slotted hole.
Further, the horn socket upper end is provided with the retaining ring for compressing horn socket.
Further, the steel strand wires periphery between the anchor disk and pedestal is provided with protection pipe, outside the protection pipe Side is provided with reinforcing rib in spiral distribution.
Compared with the existing technology, steel strand wires end anchorage device of the present invention has the advantage that:By using upper Technical solution is stated, adaptability adjusting can be carried out to the prestressing force of steel strand wires, avoids the creep due to stratum, steel relaxation, structure Steel strand prestress value caused by variation etc. changes, and to enhance the stability of anchoring body system, ensures the peace of building, bridge It is complete to stablize.
Description of the drawings
The attached drawing for constituting the part of the present invention is used to provide further understanding of the present invention, schematic reality of the invention Example and its explanation are applied for explaining the present invention, is not constituted improper limitations of the present invention.In the accompanying drawings:
Fig. 1 is the front view of the present invention;
Fig. 2 is the A-A direction views of the present invention;
Fig. 3 is the side view of the present invention;
Fig. 4 is the structural schematic diagram of retaining ring.
Reference sign:
1- anchor disks;2- pedestals;201- slotted holes;3- fastening bolts;4- adjustment bolts;5- adjusting nuts;6- horn sockets; 7- retaining rings;8- protection pipes;9- reinforcing ribs;10- steel strand wires.
Specific implementation mode
It should be noted that in the absence of conflict, the feature in embodiment and embodiment in the present invention can phase Mutually combination.
In the description of the present invention, it is to be understood that, term "center", " longitudinal direction ", " transverse direction ", "upper", "lower", The orientation or positional relationship of the instructions such as "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outside" is It is based on the orientation or positional relationship shown in the drawings, is merely for convenience of description of the present invention and simplification of the description, rather than instruction or dark Show that signified device or element must have a particular orientation, with specific azimuth configuration and operation, therefore should not be understood as pair The limitation of the present invention.In addition, term " first ", " second " etc. are used for description purposes only, it is not understood to indicate or imply phase To importance or implicitly indicate the quantity of indicated technical characteristic.The feature for defining " first ", " second " etc. as a result, can To express or implicitly include one or more this feature.In the description of the present invention, unless otherwise indicated, " multiple " It is meant that two or more.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected;It can Can also be electrical connection to be mechanical connection;It can be directly connected, can also indirectly connected through an intermediary, Ke Yishi Connection inside two elements.For the ordinary skill in the art, above-mentioned term can be understood by concrete condition Concrete meaning in the present invention.
The present invention will be described in detail below with reference to the accompanying drawings and embodiments.
As shown in Figs 1-4, a kind of steel strand wires end anchorage device, including arrangement and longitudinal section take the shape of the letter U outside one in one Anchor disk 1 and pedestal 2, there are gap between the bottom plate and the bottom plate of the pedestal 2 of the anchor disk 1, the pedestal 2 and anchor disk 1 It is both provided with through-hole in the middle part of bottom plate, 10 one end of steel strand wires is fixed on by horn socket 6 on the bottom plate of the anchor disk 1, the taper 6 outer surface of pipe sleeve is tapered, and 6 inner surface of the horn socket is provided with internal thread, and 10 other end of the steel strand wires sequentially passes through Below the bottom plate for reaching pedestal 2 after the through-hole of the bottom plate of anchor disk 1 and pedestal 2;
Further, 6 upper end of the horn socket is provided with the retaining ring 7 for compressing horn socket 6;
Further, the steel strand wires periphery between the anchor disk 1 and pedestal 2 is provided with protection pipe 8, the protection pipe 8 outsides are provided with reinforcing rib 9 in spiral distribution;
It is symmetrical arranged on the bottom plate of the anchor disk 1 there are two bolt hole, adjustment bolt 4 passes through the bolt hole and withstands base The bottom plate of seat 2, the adjusting nut 5 coordinated with adjustment bolt 4 are set to the lower end of 1 bottom plate of anchor disk;
It is symmetrical arranged there are two slotted hole 201 on the both side plate of the pedestal 2, is provided on the side plate of the anchor disk 1 Circular hole corresponding with the slotted hole 201, fastening bolt 3 is after the circular hole and slotted hole 201 by the anchor disk 1 and pedestal 2 side plate is fixed together;
The course of work of this example:When creep, steel relaxation, the structural change etc. due to stratum cause steel strand prestress When value variation, adjustment bolt 4 and other fastening bolts 3 are loosened, are then adjusted using the correspondence of slotted hole 201 and circular hole The relative position of anchor disk 1 and pedestal 2 ensures the stabilization of steel strand prestress value, after adjusting, tightens fastening bolt 3 and adjustment Bolt 4.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention With within principle, any modification, equivalent replacement, improvement and so on should all be included in the protection scope of the present invention god.

Claims (3)

1. a kind of steel strand wires end anchorage device, it is characterised in that:The anchor disk to take the shape of the letter U including arrangement outside in one one and longitudinal section (1) and pedestal (2), there are gap, the pedestal (2) and anchors between the bottom plate and the bottom plate of the pedestal (2) of the anchor disk (1) It is both provided with through-hole in the middle part of the bottom plate of disk (1), steel strand wires (10) one end is fixed on the bottom of the anchor disk (1) by horn socket (6) On plate, horn socket (6) outer surface is tapered, and horn socket (6) inner surface is provided with internal thread, the steel strand wires (10) other end sequentially passes through below the bottom plate for reaching pedestal (2) after the through-hole of the bottom plate of anchor disk (1) and pedestal (2);
It is symmetrical arranged on the bottom plate of the anchor disk (1) there are two bolt hole, adjustment bolt (4) passes through the bolt hole and withstands base The bottom plate of seat (2) is set to the lower end of anchor disk (1) bottom plate with the adjusting nut (5) of adjustment bolt (4) cooperation;
It is symmetrical arranged there are two slotted hole (201) on the both side plate of the pedestal (2), is arranged on the side plate of the anchor disk (1) There is circular hole corresponding with the slotted hole (201), fastening bolt (3) is after the circular hole and slotted hole (201) by the anchor The side plate of disk (1) and pedestal (2) is fixed together.
2. steel strand wires end anchorage device according to claim 1, it is characterised in that:Horn socket (6) upper end is set It is equipped with the retaining ring (7) for compressing horn socket (6).
3. steel strand wires end anchorage device according to claim 1, it is characterised in that:Positioned at the anchor disk (1) and pedestal (2) the steel strand wires periphery between is provided with protection pipe (8), and reinforcing rib in spiral distribution is provided on the outside of the protection pipe (8) (9)。
CN201510960114.5A 2015-12-16 2015-12-16 A kind of steel strand wires end anchorage device Active CN105569273B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510960114.5A CN105569273B (en) 2015-12-16 2015-12-16 A kind of steel strand wires end anchorage device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510960114.5A CN105569273B (en) 2015-12-16 2015-12-16 A kind of steel strand wires end anchorage device

Publications (2)

Publication Number Publication Date
CN105569273A CN105569273A (en) 2016-05-11
CN105569273B true CN105569273B (en) 2018-07-27

Family

ID=55879844

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510960114.5A Active CN105569273B (en) 2015-12-16 2015-12-16 A kind of steel strand wires end anchorage device

Country Status (1)

Country Link
CN (1) CN105569273B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109098096B (en) * 2018-10-19 2023-12-19 佛山科学技术学院 Prestressed steel strand anchoring device for bridge construction

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5477792B2 (en) * 2010-06-07 2014-04-23 和夫 風間 Fixing tool
CN102108703B (en) * 2010-12-20 2012-08-15 中铁隧道集团有限公司 Adjustable prestressed anchoring device
CN203145325U (en) * 2013-04-08 2013-08-21 中国民航大学 Adjustable prestressed stay cable fixed support seat
CN203669211U (en) * 2014-01-23 2014-06-25 重庆科技学院 Prestressed steel strand anchor device
CN205314368U (en) * 2015-12-16 2016-06-15 天津银龙高科新材料研究院有限公司 Anchor device

Also Published As

Publication number Publication date
CN105569273A (en) 2016-05-11

Similar Documents

Publication Publication Date Title
CN105952241B (en) A kind of combination base for the dismounting of composite material electric pole Fast Installation
CN102002944A (en) Mechanical connecting structure of anti-floating pile heads and connecting method thereof
CN105569273B (en) A kind of steel strand wires end anchorage device
CN204676862U (en) A kind of one-sided shaped steel cantilever oblique pull suspension scaffold bracing or strutting arrangement
KR20160052944A (en) The connection structure between high strength polygonal concrete filled steel tube column and steel girder
CN204125943U (en) For the end plate of steel strand centrifugal concrete pile
CN207987723U (en) A kind of magnetic force noise reduction multi-directional deflection telescopic device
KR101575789B1 (en) Reinforcing bar assembly for concrete pile reinforcement and concrete pile assembly including the same
CN211523188U (en) High shear concrete member
CN103407904A (en) Hoop type wall-attached connection piece for tower crane and construction method thereof
CN104532871B (en) A kind of blower foundation
JP2016089549A (en) Structure and method for joining reinforced concrete beam and steel column or column comprising steel column
CN209011305U (en) Steel pipe concrete bracket attachment device
CN103231711B (en) Cantilever fixing device used for protective and sealed partition door in subway section
CN208749364U (en) A kind of novel shield duct piece connector
CN208137131U (en) A kind of steel-structure beam-column node
CN103498690A (en) Double-anchor-cable combination locking device and method thereof
TW201420847A (en) Erection piece and erection piece installed construction
CN208235601U (en) A kind of concrete foundation and the reinforced base isolation reinforcement structure in foundation beam junction
JP6240426B2 (en) Steel member fixing structure
CN205330200U (en) Pole reinforcing apparatus
CN205314367U (en) Prestress wire anchor
CN205314368U (en) Anchor device
CN218760235U (en) Tower section of thick bamboo annular mosaic structure, mix a tower section of thick bamboo and generator
CN219344221U (en) Prefabricated wire pole of high strength cement

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
CP03 Change of name, title or address
CP03 Change of name, title or address

Address after: 300 000 Tianjin Beichen District, Tianjin Beichen Economic and Technological Development Zone, No. 62 Shuangjiang Road, Shuangyuan Branch Garden

Patentee after: Tianjin Polymeric Carbon-based Composites Research Institute Co., Ltd.

Address before: 300400 Tianjin City Industrial Zone Beichen District Shuangjiang dual Road No. 62

Patentee before: TIANJIN YINLONG HIGH-TECH NEW MATERIAL RESEARCH INSTITUTE CO., LTD.

TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20190919

Address after: 830001 No. 42 Jinshi Road, Toutunhe District, Urumqi City, Xinjiang Uygur Autonomous Region

Patentee after: Xinjiang Yinlong Prestressed Materials Co., Ltd.

Address before: 300 000 Tianjin Beichen District, Tianjin Beichen Economic and Technological Development Zone, No. 62 Shuangjiang Road, Shuangyuan Branch Garden

Patentee before: Tianjin Polymeric Carbon-based Composites Research Institute Co., Ltd.