CN106567331A - Adjustable wire stay rope anchor - Google Patents

Adjustable wire stay rope anchor Download PDF

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Publication number
CN106567331A
CN106567331A CN201610903578.7A CN201610903578A CN106567331A CN 106567331 A CN106567331 A CN 106567331A CN 201610903578 A CN201610903578 A CN 201610903578A CN 106567331 A CN106567331 A CN 106567331A
Authority
CN
China
Prior art keywords
self
centering locking
swivel nut
locking fixture
tapered sleeve
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.)
Granted
Application number
CN201610903578.7A
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Chinese (zh)
Other versions
CN106567331B (en
Inventor
谢韩涛
刘汶津
韩磊
张少华
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.)
Nanjing Dade Damping Technology Co Ltd
Original Assignee
Nanjing Dade Damping Technology 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.)
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Publication date
Application filed by Nanjing Dade Damping Technology Co Ltd filed Critical Nanjing Dade Damping Technology Co Ltd
Priority to CN201610903578.7A priority Critical patent/CN106567331B/en
Publication of CN106567331A publication Critical patent/CN106567331A/en
Application granted granted Critical
Publication of CN106567331B publication Critical patent/CN106567331B/en
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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/14Towers; Anchors ; Connection of cables to bridge parts; Saddle supports
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/16Suspension cables; Cable clamps for suspension cables ; Pre- or post-stressed cables
    • 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

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

Abstract

The present invention relates to an adjustable wire stay rope anchor. The anchor is composed of a first self-centering locking jig, a second self-centering locking jig, a compression spring and a plane bearing, wherein the first self-centering locking jig is provided with a connecting base, the middle part of one end of the connecting base is provided with a cylindrical boss which extends axially, the boss is internally provided with a first conical clamping jaw formed by 3-5 claws, a tension thread sleeve sleeves on the peripheral surface of the boss, the second self-centering locking jig is provided with a taper sleeve, the taper sleeve is internally provided with a second conical clamping jaw formed by 3-5 claws, and a hollow bolt sequentially along the axis, the second self-centering locking jig is positioned outside the head of the tension thread sleeve, the plane bearing is positioned between the tension thread sleeve and the taper sleeve, and the compression spring is arranged in the inner hole in the tension thread sleeve. According to the anchor, not only can wire stay ropes be prevented from loosening, but also the tension of the wire stay ropes can be fine-tuned.

Description

A kind of adjustable steel wire dragline anchorage
Technical field
The present invention relates to a kind of structural elements of building, and in particular to the anchoring device of wire digging line.
Background technology
Anchorage is the common component in wire digging line two, the anchor ring (including single anchor ring and group's anchor ring) of its basic structure and with Matching cone-shaped clip composition.In order to avoid cone-shaped clip loosens, utility model patent of the Authorization Notice No. for CN211543Y Application has carried out following improvement to which:A parallel pressing plate is set up on the end face of anchor slab (equivalent to anchor ring), is worn on the pressing plate Hollow bolt is provided with, the rear end (one end being relatively large in diameter) of cone-shaped clip is held out against by hollow bolt, and then realize preventing taper The purpose that intermediate plate loosens.Authorization Notice No. similarly discloses above-mentioned side for the utility application of CN204174840U Case.Although the scheme described in above-mentioned patent application can be locked by cone-shaped clip, it is to avoid cone-shaped clip loosens, if there is certain The tension force of a piece wire digging line is not enough, results in the decline of cable wire overall performance.And the tension force of the wire digging line will be supplied, not only to Large-scale pulling apparatus (such as hoist engine) are employed, but also there is the difficulty being connected with pulling apparatus.
The application for a patent for invention of Publication No. CN102926507A discloses a kind of internal-extrusion type dragline anchorage, by the patent The embodiment of application combines that accompanying drawing 2-5 is visible in the lump, and although the scheme disclosed in the patent application is a kind of monolithic extruded formula steel Twisted wire anchorage, but its locking principle is still identical with above-mentioned utility model patent, i.e., with locking plug screw (effect and hollow bolt phase The intermediate plate of extruding anchor cup (also corresponding to anchor ring) inner conical is promoted to clamp steel strand wires together)), therefore the application for a patent for invention is also same There is the same deficiency of above-mentioned utility model patent in sample.
The content of the invention
The technical problem to be solved is to provide a kind of adjustable steel wire dragline anchorage, and the anchorage can not only be prevented Wire digging line is released, and the tension force of wire digging line can be finely adjusted.
The present invention solves the technical scheme of above-mentioned technical problem:
A kind of adjustable steel wire dragline anchorage, the anchorage by the first self-centering locking fixture, the second self-centering locking fixture, Compression spring and plane bearing composition, wherein,
The first described self-centering locking fixture has a connecting seat, is provided with axially extending circle in the middle part of the connecting seat one end Cylindrical end tangs, the internal of the boss are provided with the first taper jaw being made up of 3-5 claw pieces along axial line, and outer peripheral face is arranged with to be opened Tight swivel nut;Wherein, the microcephaly of first tapered clamp points to connecting seat, and the outer peripheral face of the tensioning swivel nut is regular hexagon;
The second described self-centering locking fixture has a tapered sleeve, and the internal of the tapered sleeve is sequentially provided with by 3-5 lobes along axis The second taper jaw and hollow bolt of calvus composition, wherein, the head of described hollow bolt is big with the second taper jaw Head is relative, and the outer peripheral face of the tapered sleeve is regular hexagon;
The second self-centering locking fixture be located at it is described tensioning swivel nut head outside, and the second taper jaw microcephaly with The sensing of the first taper jaw microcephaly is consistent;Described plane bearing is located between the tensioning swivel nut and tapered sleeve, described pressure Contracting spring is located in the endoporus of tensioning swivel nut;When compressed bullet between the calvus of wire digging line to be anchored by the first taper jaw After passing between the calvus of the centre bore and the second taper jaw of spring and plane bearing, under wire digging line tension force effect, institute State compression spring one is acted on the first taper jaw, and other end is acted on tapered sleeve.
It is in order to simplify structure, cost-effective, and the globality of the anchorage is improved, the plane bearing described in above-mentioned anchorage It is made up of ball-retainer component and the ring raceway being respectively provided on the tensioning swivel nut end face relative with tapered sleeve, wherein described Ring raceway match with the ball in ball-retainer component.
Wire digging line of the present invention can be steel wire rope, or steel hinge line.
The operation principle of anchorage of the present invention is as described below:
The first self-centering locking fixture is fixed to into anchoring body (e.g., the anchoring used by building, building foundation or group's anchor Plate etc.) on after, just by wire digging line from passing between the calvus of the first taper jaw of the first self-centering locking fixture, and successively (wire digging line is also from the of the second self-centering locking fixture to put compression spring, plane bearing and the second self-centering locking fixture Pass between the calvus of two tapered clamp pawls), then wire digging line is pulled using pulling apparatus (such as hoist engine).When wire digging line After tension force reaches preset value, the second self-centering locking fixture is just moved forward, while adjust turning tensioning swivel nut so that plane axis Hold and be clamped tightly between the tensioning swivel nut and tapered sleeve, and compression spring is compressed, the tension force produced by which promotes first to bore Wire digging line is clamped by the reach of clevis pawl;Finally, turn described hollow bolt wire digging line is clipped and blocked.Work as institute When the tension force of the wire digging line stated is not enough or certain reason causes its tension force to decline, by turning tensioning swivel nut, second is driven to make by oneself Heart locking fixture pulls wire digging line so as to reach default tension force.During tensioning swivel nut is turned, even if rubbing at the beginning Wiping power may drive the second self-centering locking to rotate, but due to the synergy of compression spring and the first taper jaw, first Before self-centering locking fixture, the active section of wire digging line still will not be twisted, i.e., therefore will not change the characteristic ginseng of wire digging line Number.
Adjustable steel wire dragline anchorage of the present invention is had the advantages that compared with prior art:
1st, can not only prevent wire digging line from releasing, and the tension force of wire digging line can be finely adjusted.
2nd, adaptability is good, can be not only used for single anchor, can be used for group anchor again.
3rd, tension force fine setting is convenient, it is not necessary to employ large-scale pulling apparatus.
Description of the drawings
Structural representation of Fig. 1~5 for a specific embodiment of adjustable steel wire dragline anchorage of the present invention, its In, Fig. 1 is front view (dotted line represents wire digging line to be anchored in figure), and Fig. 2 is upward view, and Fig. 3 is A-A sections of Fig. 1 Figure, B-B profiles of the Fig. 4 for Fig. 1, C-C sectional views of Fig. 5 Fig. 1.
Fig. 6 and Tu are that adjustable steel wire dragline anchorage shown in Fig. 1~5 shows for a kind of concrete structure of group's anchor anchor It is intended to, wherein, Fig. 6 is front view, and Fig. 7 is left view.
Specific embodiment
Referring to Fig. 1~5, the adjustable steel wire dragline anchorage described in this example is made by oneself by the first self-centering locking fixture, second Heart locking fixture, compression spring 1 and plane bearing 2 are constituted.
Referring to Fig. 1~3, the first described self-centering locking fixture has a connecting seat 3, and the edge of the connecting seat 3 is provided with peace Dress hole 12, is provided with axially extending cylindrical boss 4 in the middle part of lower end, the internal of the boss 4 is provided with the first taper hole along axial line 5, the first taper jaw 6 being made up of 3 claw pieces is provided with the taper hole, the outer peripheral face of the boss 4 is arranged with tensioning swivel nut 7, Therebetween it is threadedly coupled;Wherein, the microcephaly of first tapered clamp 6 points to connecting seat 3, the outer peripheral face of the tensioning swivel nut 7 For regular hexagon.
Referring to Fig. 1,2 and 4, the second described self-centering locking fixture has a tapered sleeve 8, the tapered sleeve 8 it is internal along axis It is sequentially provided with one section of second taper hole 9 and one section of screwed hole;Wherein, the second taper being made up of 3 claw pieces is provided with the second taper hole 9 Jaw 10, is provided with hollow bolt 11 in described screwed hole, the major part phase of the head of hollow bolt 11 and the second taper jaw 10 Right, the outer peripheral face of the tapered sleeve 8 is regular hexagon.
Referring to Fig. 1~5, the second self-centering locking fixture is located at the outside of tensioning 7 head of swivel nut, and the second tapered clamp The microcephaly of pawl 10 is consistent with the sensing of 6 microcephaly of the first taper jaw;Described plane bearing is located at the tensioning swivel nut 7 and tapered sleeve Between 8, described compression spring 1 is located in the endoporus of tensioning swivel nut 7.When wire digging line 13 to be anchored is by the first taper jaw After passing between the calvus of the centre bore and the second taper jaw 10 of compressed spring 1 and plane bearing 2 between 6 calvus, Under 13 tension force effect of wire digging line to be anchored, of the compression spring 1 is acted on the first taper jaw 6, another Head is acted on tapered sleeve 8.
Referring to Fig. 1 and Fig. 5, the plane bearing 2 described in this example is by ball-retainer component 2-1 and is respectively provided at tensioning Ring raceway on the end face relative with tapered sleeve 8 of swivel nut 7 is constituted, wherein described ring raceway and ball-retainer component 2- Ball in 1 matches.
Adjustable steel wire dragline anchorage of the present invention can be used for single anchor, can be used for group anchor again, below in conjunction with accompanying drawing letter A kind of wire digging line group anchor device for group's anchor is described, the concrete structure of the device is as follows.
Referring to Fig. 6 and Fig. 7 and with reference to Fig. 1~5, the wire digging line group anchor device includes anchor slab 15, in the anchor slab 15 Portion's 13 through holes for wearing wire digging line of weary cloth, the left head of each through hole fix an institute of the present invention by screw (omitting in figure) respectively The adjustable steel wire dragline anchorage 14 (as shown in Fig. 1~5) stated, in the adjustable steel wire dragline anchorage 14 first taper hole 5 with wear If the through hole of wire digging line is with respect to insertion.Each wire digging line 13 is bored by the through hole Jing first that wire digging line is worn on anchor slab 15 Wear between the calvus of clevis pawl 6, between the calvus of the centre bore and the second taper jaw 10 of compression spring 1 and plane bearing 2 Go out.
Referring to Fig. 6 and Fig. 7 and with reference to Fig. 1~5, as adjustable steel wire guy anchor 14 of the present invention is in described plane When being divided into the first independent self-centering locking fixture and the second self-centering locking fixture at bearing 2, therefore installing first by first from Stator locking fixture is screwed on anchor slab 15, then wire digging line 13 is worn the through hole of wire digging line from anchor slab 15 And first self-centering locking fixture the first taper jaw 6 calvus between pass, then put compression spring 1, plane axis successively Hold 2 ball-retainer component 2-1 and the second self-centering locking fixture (wire digging line 13 is also from the second self-centering locking fixture The second taper jaw 10 calvus between pass);Then, wire digging line 13 is pulled with hoist engine, when opening for wire digging line 13 After power reaches preset value, the second self-centering locking fixture is just moved forward, while adjust turning tensioning swivel nut 7 so that plane axis Hold 2 ball-retainer component 2-1 to be clamped tightly between the tensioning swivel nut 7 and tapered sleeve 8, and compression spring 1 compressed, Tension force produced by which promotes the first taper jaw 6 to move forward and clamps wire digging line 13;Finally, turn described hollow bolt 11 Wire digging line 13 is clipped and blocked.
Referring to Fig. 6 and Fig. 7 and with reference to Fig. 1~5, when the tension force deficiency for having a certain wire digging line 13 in 13 wire digging lines When, the second self-centering locking fixture drawing wire digging line 13 is driven by turning tensioning swivel nut 7 so as to reach default tension force, And then ensure that the tension force of each wire digging line 13 is equal.
The other structures of above-mentioned wire digging line group anchor device are prior art, can refer to Authorization Notice No. and are The description of the utility application of CN204174840U is implemented.

Claims (2)

1. a kind of adjustable steel wire dragline anchorage, the anchorage is by the first self-centering locking fixture, the second self-centering locking fixture, pressure Contracting spring and plane bearing composition, wherein,
The first described self-centering locking fixture has a connecting seat, is provided with axially extending cylinder in the middle part of the connecting seat one end Boss, the internal of the boss are provided with the first taper jaw being made up of 3-5 claw pieces along axial line, and outer peripheral face is arranged with tensioning spiral shell Set;Wherein, the microcephaly of first tapered clamp points to connecting seat, and the outer peripheral face of the tensioning swivel nut is regular hexagon;
The second described self-centering locking fixture has a tapered sleeve, and the internal of the tapered sleeve is sequentially provided with by 3-5 claw pieces along axis The second taper jaw and hollow bolt of composition, wherein, the head of described hollow bolt and the major part phase of the second taper jaw Right, the outer peripheral face of the tapered sleeve is regular hexagon;
The second self-centering locking fixture is located at the outside of the tensioning swivel nut head, and the second taper jaw microcephaly and first The sensing of taper jaw microcephaly is consistent;Described plane bearing is located between the tensioning swivel nut and tapered sleeve, described compression bullet Spring is located in the endoporus of tensioning swivel nut;When between the calvus of wire digging line to be anchored by the first taper jaw compressed spring with After passing between the calvus of the centre bore of plane bearing and the second taper jaw, under wire digging line tension force effect, the pressure One of contracting spring is acted on the first taper jaw, and other end is acted on tapered sleeve.
2. a kind of adjustable steel wire dragline anchorage according to claim 1, it is characterised in that described plane bearing is by rolling Pearl-retainer component and the ring raceway being respectively provided on the tensioning swivel nut end face relative with tapered sleeve are constituted, wherein described ring Shape raceway is matched with the ball in ball-retainer component.
CN201610903578.7A 2016-10-17 2016-10-17 A kind of adjustable steel wire dragline anchorage Active CN106567331B (en)

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Application Number Priority Date Filing Date Title
CN201610903578.7A CN106567331B (en) 2016-10-17 2016-10-17 A kind of adjustable steel wire dragline anchorage

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Application Number Priority Date Filing Date Title
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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107225200A (en) * 2017-07-21 2017-10-03 河北建筑工程学院 A kind of hollow delivery type automatic shredding mechanism
CN110468711A (en) * 2019-07-16 2019-11-19 武汉希萌科技有限公司 A kind of tool anchor device of adjustable hole location
CN110485457A (en) * 2019-09-06 2019-11-22 柳州欧维姆机械股份有限公司 A kind of screw thread rod iron and presstressed reinforcing steel connector and its construction method for connection
CN110804941A (en) * 2019-11-20 2020-02-18 佛山科学技术学院 Stay cable stretching anchoring anti-retraction device
CN112617627A (en) * 2020-12-24 2021-04-09 安徽旭众智能科技有限公司 Multilayer dish oven that is heated evenly
CN113415381A (en) * 2021-06-15 2021-09-21 巢湖群力船用锚链有限公司 Novel dual fail-safe is broken out for lamp buoy tether based on internet of things

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2235468Y (en) * 1995-12-18 1996-09-18 吕文炎 Pier protective device with anchoring and clamping device
JP2002227343A (en) * 2001-02-02 2002-08-14 Ps Corp Engaging device of prestressing bar, connecting device and anchoring deice therefor
JP2005048406A (en) * 2003-07-31 2005-02-24 Kyokuto Kogen Concrete Shinko Kk Tendon anchorage device
CN201605077U (en) * 2009-12-31 2010-10-13 平煤建工集团有限公司 Super-strong tension device of stable mine rope
CN102359231A (en) * 2011-08-05 2012-02-22 建研科技股份有限公司 Heat treatment high-yield-ratio steel bar pre-tensioning clamp and using method thereof
CN103343593A (en) * 2013-07-25 2013-10-09 长沙理工大学 Prestressed-tendon anchor with high accuracy and free adjustment and control functions
CN204266120U (en) * 2014-10-24 2015-04-15 江阴法尔胜住电新材料有限公司 Guy of twisted steel cable single tendon stretch anchoring converter
CN204738293U (en) * 2015-06-04 2015-11-04 江苏山海建设工程有限公司 Prestressing force concrete side stake tip morse taper lock solid cover quick -connect machanism

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2235468Y (en) * 1995-12-18 1996-09-18 吕文炎 Pier protective device with anchoring and clamping device
JP2002227343A (en) * 2001-02-02 2002-08-14 Ps Corp Engaging device of prestressing bar, connecting device and anchoring deice therefor
JP2005048406A (en) * 2003-07-31 2005-02-24 Kyokuto Kogen Concrete Shinko Kk Tendon anchorage device
CN201605077U (en) * 2009-12-31 2010-10-13 平煤建工集团有限公司 Super-strong tension device of stable mine rope
CN102359231A (en) * 2011-08-05 2012-02-22 建研科技股份有限公司 Heat treatment high-yield-ratio steel bar pre-tensioning clamp and using method thereof
CN103343593A (en) * 2013-07-25 2013-10-09 长沙理工大学 Prestressed-tendon anchor with high accuracy and free adjustment and control functions
CN204266120U (en) * 2014-10-24 2015-04-15 江阴法尔胜住电新材料有限公司 Guy of twisted steel cable single tendon stretch anchoring converter
CN204738293U (en) * 2015-06-04 2015-11-04 江苏山海建设工程有限公司 Prestressing force concrete side stake tip morse taper lock solid cover quick -connect machanism

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107225200A (en) * 2017-07-21 2017-10-03 河北建筑工程学院 A kind of hollow delivery type automatic shredding mechanism
CN110468711A (en) * 2019-07-16 2019-11-19 武汉希萌科技有限公司 A kind of tool anchor device of adjustable hole location
CN110485457A (en) * 2019-09-06 2019-11-22 柳州欧维姆机械股份有限公司 A kind of screw thread rod iron and presstressed reinforcing steel connector and its construction method for connection
CN110804941A (en) * 2019-11-20 2020-02-18 佛山科学技术学院 Stay cable stretching anchoring anti-retraction device
CN112617627A (en) * 2020-12-24 2021-04-09 安徽旭众智能科技有限公司 Multilayer dish oven that is heated evenly
CN113415381A (en) * 2021-06-15 2021-09-21 巢湖群力船用锚链有限公司 Novel dual fail-safe is broken out for lamp buoy tether based on internet of things

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