CN104652287B - Bridge prestress tensioning equipment - Google Patents

Bridge prestress tensioning equipment Download PDF

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Publication number
CN104652287B
CN104652287B CN201510087501.2A CN201510087501A CN104652287B CN 104652287 B CN104652287 B CN 104652287B CN 201510087501 A CN201510087501 A CN 201510087501A CN 104652287 B CN104652287 B CN 104652287B
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CN
China
Prior art keywords
oil cylinder
steel strand
strand wires
piston
level oil
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
CN201510087501.2A
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Chinese (zh)
Other versions
CN104652287A (en
Inventor
王子健
尹德兰
武黎明
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.)
Woods Is With Im International Construction Consulting (china) Co Ltd
Original Assignee
Woods Is With Im International Construction Consulting (china) Co Ltd
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Publication date
Application filed by Woods Is With Im International Construction Consulting (china) Co Ltd filed Critical Woods Is With Im International Construction Consulting (china) Co Ltd
Priority to CN201510087501.2A priority Critical patent/CN104652287B/en
Publication of CN104652287A publication Critical patent/CN104652287A/en
Application granted granted Critical
Publication of CN104652287B publication Critical patent/CN104652287B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00Material constitution of bridges
    • E01D2101/30Metal
    • E01D2101/32Metal prestressed

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

The invention discloses a kind of bridge prestress tensioning equipment, including bridge, the stress hole being arranged in bridge, through described prestress hole steel strand wires, be snug fit at the front end cone-shaped clip of described steel strand wires and be oppositely arranged and the one-level oil cylinder that is interconnected and two-level oil cylinder;It is provided with in described one-level oil cylinder and fixes, with described steel strand wires, the first stage piston being connected, it is provided with for described front end cone-shaped clip being advanced the second piston in stress hole in described two-level oil cylinder, it is provided with for locking the elastic locking mechanism that second piston slides in and out in described two-level oil cylinder casing wall, its structure is improved ingenious, utilize piston action that cone-shaped clip heads into the Kong Weizhong of pre-buried ground tackle pad, and prevent resilience, it can be ensured that the construction quality of bridge。

Description

Bridge prestress tensioning equipment
Technical field
The present invention relates to pre-stressed bridge field, specifically a kind of bridge prestress tensioning equipment。
Background technology
In the construction of bridge, need steel strand in the prestressed pipe of bridge, then with tensioning equipment extended steel twisted wire, on steel strand wires, cone-shaped clip it is set with after stretching, steel strand wires are utilized to be released the resilience of rear steel strand wires, cone-shaped clip is made to fill in the Kong Weizhong tensioning steel strand wires of pre-buried ground tackle pad, this way needs to apply the power bigger than the prestressing force of design by Method of Steel Strand Stretching, pulling force produces comparatively difficulty, particularly, after steel strand wires resilience, steel strand wires are applied to the prestressing force on bridge often has bigger difference with the prestressing force of design, construction quality is necessarily had a huge impact by this。
Therefore, it is an object of the invention to provide a kind of bridge prestress tensioning equipment, its structure is improved ingenious, utilizes piston action that cone-shaped clip heads into the Kong Weizhong of pre-buried ground tackle pad, and prevents resilience, it can be ensured that the construction quality of bridge, more convenient operation safety。
Summary of the invention
In view of this, it is an object of the invention to overcome defect of the prior art, it is provided that structure is improved ingenious, utilize piston action that cone-shaped clip heads into the Kong Weizhong of pre-buried ground tackle pad, and prevent resilience, it can be ensured that the construction quality of bridge, the bridge prestress tensioning equipment of more convenient operation safety
The bridge prestress tensioning equipment of the present invention, including bridge, the stress hole being arranged in bridge, through described prestress hole steel strand wires, be snug fit at the front end cone-shaped clip of described steel strand wires and be oppositely arranged and the one-level oil cylinder that is interconnected and two-level oil cylinder;It is provided with in described one-level oil cylinder and fixes, with described steel strand wires, the first stage piston being connected, being provided with in described two-level oil cylinder for described front end cone-shaped clip being advanced the second piston in stress hole, being provided with in described two-level oil cylinder casing wall for locking the elastic locking mechanism that second piston slides in and out;
Further, described elastic locking mechanism includes being resiliently attached to two-level oil cylinder's casing wall steel ball and being arranged at the groove that second piston sidewall coordinates with described steel ball;
Further, described elastic locking mechanism also includes being regulated screw by what screw thread was connected with two-level oil cylinder casing wall and being arranged at the spring regulated between screw and steel ball;
Further, described first stage piston and second piston are equipped with steel strand wires via, and described first stage piston outer end is fixed with one-level ground tackle, and described steel strand wires are connected through described steel strand wires via and by a rear end cone-shaped clip and one-level ground tackle are fixing;
Further, described first piston sidewall is provided with the spacing shaft shoulder, and described first oil cylinder outer end is provided with and coordinates spacing spacing ring with the described spacing shaft shoulder;
Further, described steel strand wires are provided with strain gauge, and described first stage piston outer face is provided with the cavity holding strain gauge。
The invention has the beneficial effects as follows: the bridge prestress tensioning equipment of the present invention, steel strand wires are through the stress hole on bridge, when after charged pressure oil in the one-level oil cylinder and two-level oil cylinder of this device, the in-oil cylinder first stage piston of one-level moves in the opposite direction with the second piston in two-level oil cylinder, first stage piston is fixing with steel strand wires to be connected and moves away from bridge, thus tension steel strand, second piston is locked by elastic locking mechanism, after the pulling force of steel strand wires reaches setting value, second piston can overcome and the latching force of elastic locking mechanism will be overcome towards the motion of bridge direction and to push in stress hole by front end cone-shaped clip, make steel strand wires fixing and bridge one end, and then prevent steel strand wires resilience, may insure that the construction quality of bridge, more convenient operation safety。
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the invention will be further described:
Fig. 1 is the structural representation of the present invention。
Detailed description of the invention
Fig. 1 is the structural representation of the present invention;As shown in the figure, bridge 1 pre-stress stretching device of the present embodiment, including bridge 1, the stress hole being arranged in bridge 1, through described prestress hole steel strand wires, be snug fit at the front end cone-shaped clip 2 of described steel strand wires and be oppositely arranged and the one-level oil cylinder 4 that is interconnected and two-level oil cylinder 3;It is provided with in described one-level oil cylinder 4 and fixes the first stage piston 5 being connected with described steel strand wires, it is provided with for described front end cone-shaped clip 2 being advanced the second piston 10 in stress hole in described two-level oil cylinder 3, it is provided with in described two-level oil cylinder 3 casing wall for locking the elastic locking mechanism that second piston 10 slides in and out, steel strand wires are through the stress hole on bridge 1, when after charged pressure oil in the one-level oil cylinder 4 and two-level oil cylinder 3 of this device, first stage piston 5 in one-level oil cylinder 4 moves in the opposite direction with the second piston 10 in two-level oil cylinder 3, first stage piston 5 is fixing with steel strand wires to be connected and moves away from bridge 1, thus tension steel strand, second piston 10 is locked by elastic locking mechanism, after the pulling force of steel strand wires reaches setting value, second piston 10 can overcome and the latching force of elastic locking mechanism will be overcome towards the motion of bridge 1 direction and to push in stress hole by front end cone-shaped clip 2, make steel strand wires fixing and bridge 1 one end, and then prevent steel strand wires resilience, may insure that the construction quality of bridge 1, more convenient operation safety。
In the present embodiment, described elastic locking mechanism includes being resiliently attached to two-level oil cylinder 3 casing wall steel ball 11 and being arranged at the groove that second piston 10 sidewall coordinates with described steel ball 11, steel ball 11 is pressed in groove by resilient force, thus locking the motion of second piston 10。
In the present embodiment, described elastic locking mechanism also includes being regulated screw 13 by what screw thread was connected with two-level oil cylinder 3 casing wall and being arranged at the spring 12 regulated between screw 13 and steel ball 11, the latching force of elastic locking mechanism can be regulated by turning adjusting screw 13, be finally reached the purpose regulating steel strand prestress size。
In the present embodiment, described first stage piston 5 is equipped with steel strand wires via with second piston 10, and described first stage piston 5 outer end is fixed with one-level ground tackle 8, and described steel strand wires are connected through described steel strand wires via and by a rear end cone-shaped clip is fixing with one-level ground tackle 8。
In the present embodiment, described first piston sidewall is provided with the spacing shaft shoulder 6, and described first oil cylinder outer end is provided with and coordinates spacing spacing ring 7 with the described spacing shaft shoulder 6, thus realizing the restriction to first piston maximum tension distance, it is to avoid broken by steel strand wires。
In the present embodiment, described steel strand wires are provided with strain gauge 9, and described first stage piston 5 outer face is provided with the cavity holding strain gauge 9, and strain gauge 9 can electrically connect a display for intuitively being shown by the reading of strain gauge 9。
What finally illustrate is, above example is only in order to illustrate technical scheme and unrestricted, although the present invention being described in detail with reference to preferred embodiment, it will be understood by those within the art that, technical scheme can be modified or equivalent replacement, without deviating from objective and the scope of technical solution of the present invention, it all should be encompassed in the middle of scope of the presently claimed invention。

Claims (3)

1. a bridge prestress tensioning equipment, it is characterised in that: the stress hole that include bridge, is arranged in bridge, through described stress hole steel strand wires, be snug fit at the front end cone-shaped clip of described steel strand wires and be oppositely arranged and the one-level oil cylinder that is interconnected and two-level oil cylinder;It is provided with in described one-level oil cylinder and fixes, with described steel strand wires, the first stage piston being connected, being provided with in described two-level oil cylinder for described front end cone-shaped clip being advanced the second piston in stress hole, being provided with in described two-level oil cylinder casing wall for locking the elastic locking mechanism that second piston slides in and out;Groove that described elastic locking mechanism includes steel ball, be arranged at the sidewall of second piston coordinates with described steel ball, regulate screw by what screw thread was connected with the casing wall of two-level oil cylinder and is arranged at the spring regulated between screw and steel ball;Described steel strand wires are provided with strain gauge, and described first stage piston outer face is provided with the cavity holding strain gauge;The electrical connection of described strain gauge and a display are for intuitively showing the reading of strain gauge。
2. bridge prestress tensioning equipment according to claim 1, it is characterized in that: described first stage piston and second piston are equipped with steel strand wires via, described first stage piston outer end is fixed with one-level ground tackle, and described steel strand wires are connected through described steel strand wires via and by a rear end cone-shaped clip and one-level ground tackle are fixing。
3. bridge prestress tensioning equipment according to claim 2, it is characterised in that: described first stage piston sidewall is provided with the spacing shaft shoulder, and described one-level oil cylinder outer end is provided with and coordinates spacing spacing ring with the described spacing shaft shoulder。
CN201510087501.2A 2015-02-25 2015-02-25 Bridge prestress tensioning equipment Expired - Fee Related CN104652287B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510087501.2A CN104652287B (en) 2015-02-25 2015-02-25 Bridge prestress tensioning equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510087501.2A CN104652287B (en) 2015-02-25 2015-02-25 Bridge prestress tensioning equipment

Publications (2)

Publication Number Publication Date
CN104652287A CN104652287A (en) 2015-05-27
CN104652287B true CN104652287B (en) 2016-06-22

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Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105239511B (en) * 2015-09-09 2017-02-22 重庆工商职业学院 Steel strand tension device
CN105178195B (en) * 2015-09-09 2017-03-15 重庆工商职业学院 Anti-rebound steel strand wires tensioner
CN108716284B (en) * 2018-06-08 2021-06-04 贵州中建建筑科研设计院有限公司 Anti-rebound steel strand tensioner

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2092572U (en) * 1991-04-07 1992-01-08 李素范 Pre-stressed pulling anchor fastening device
JP2002213410A (en) * 2001-01-12 2002-07-31 Smc Corp Fluid pressure cylinder with locking device
CN2851679Y (en) * 2005-09-30 2006-12-27 北京市液压技术研究所 Hydraulic cylinder with mechanical lock
CN202705897U (en) * 2012-07-06 2013-01-30 安徽金星预应力工程技术有限公司 High strength low retracting anchorage device
CN103174094A (en) * 2013-03-15 2013-06-26 合肥惠利普电机有限公司 Resilience prevention bridge girder prestress tension device
CN104006033A (en) * 2014-05-09 2014-08-27 中船重工中南装备有限责任公司 Powerful and mechanical automatic-locking hydraulic cylinder
CN203877835U (en) * 2014-06-16 2014-10-15 肖树国 Novel highway and bridge steel strand tensioning jack
CN204728209U (en) * 2015-02-25 2015-10-28 林同棪国际工程咨询(中国)有限公司 Bridge prestress tensioning equipment

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2092572U (en) * 1991-04-07 1992-01-08 李素范 Pre-stressed pulling anchor fastening device
JP2002213410A (en) * 2001-01-12 2002-07-31 Smc Corp Fluid pressure cylinder with locking device
CN2851679Y (en) * 2005-09-30 2006-12-27 北京市液压技术研究所 Hydraulic cylinder with mechanical lock
CN202705897U (en) * 2012-07-06 2013-01-30 安徽金星预应力工程技术有限公司 High strength low retracting anchorage device
CN103174094A (en) * 2013-03-15 2013-06-26 合肥惠利普电机有限公司 Resilience prevention bridge girder prestress tension device
CN104006033A (en) * 2014-05-09 2014-08-27 中船重工中南装备有限责任公司 Powerful and mechanical automatic-locking hydraulic cylinder
CN203877835U (en) * 2014-06-16 2014-10-15 肖树国 Novel highway and bridge steel strand tensioning jack
CN204728209U (en) * 2015-02-25 2015-10-28 林同棪国际工程咨询(中国)有限公司 Bridge prestress tensioning equipment

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Granted publication date: 20160622

Termination date: 20170225