CN108193883A - Flat hogging moment steel strand wires jack - Google Patents

Flat hogging moment steel strand wires jack Download PDF

Info

Publication number
CN108193883A
CN108193883A CN201810016707.XA CN201810016707A CN108193883A CN 108193883 A CN108193883 A CN 108193883A CN 201810016707 A CN201810016707 A CN 201810016707A CN 108193883 A CN108193883 A CN 108193883A
Authority
CN
China
Prior art keywords
jack
steel strand
strand wires
flat
ontology
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.)
Pending
Application number
CN201810016707.XA
Other languages
Chinese (zh)
Inventor
李春盛
汪学洋
郑志伟
赵常青
王彬彬
李呈祥
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.)
Engineering Co Ltd Of Middle Friendship Three Public Office First
Original Assignee
Engineering Co Ltd Of Middle Friendship Three Public Office First
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 Engineering Co Ltd Of Middle Friendship Three Public Office First filed Critical Engineering Co Ltd Of Middle Friendship Three Public Office First
Priority to CN201810016707.XA priority Critical patent/CN108193883A/en
Publication of CN108193883A publication Critical patent/CN108193883A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12Mounting of reinforcing inserts; Prestressing
    • E04G21/121Construction of stressing jacks
    • 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

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The present invention provides a kind of flat hogging moment steel strand wires jack, including jack ontology, lashing hole, anchorage, intermediate plate and tensioning backhaul, the quantity at least two in the lashing hole, and are arranged in the jack body interior and pass through the jack ontology;The anchorage is arranged in the both sides that the jack ontology is passed through by the lashing hole, for being secured across the steel strand wires in the lashing hole;The intermediate plate is arranged on one of edge of the anchorage, for the anchorage to be assisted to fix the steel strand wires;And the tensioning backhaul is arranged in the jack body interior close to the jack ontology outer edge, for the steel strand wires to be made to carry out tensioning.The flat hogging moment steel strand wires jack of the disclosure is capable of all steel strand wires of disposable stretching notch, so improving work efficiency, reducing working strength and improving effect.

Description

Flat hogging moment steel strand wires jack
Technical field
The invention belongs to technical field of building construction, specifically, the present invention relates to a kind of flat hogging moment steel strand wires Jack.
Background technology
In highway bridge construction field, the prestressing force of beam slab is the main use for undertaking superstructure dead weight and traffic load Power.Wherein, the tensioning for undertaking the main prestressed steel strand wires of beam slab directly affects the capability and performance of beam slab.Of steel strand wires It draws mainly by using linear type centre-hole jack, and in the hogging moment tension slot groove of the beam body upper end of beam slab, use is whole The centre-hole jack of body tension is because of capacity issue, it is impossible to normal security protection, and usually using the punching thousand of single tendon stretch Jin top effect is relatively low, and workload is too big.
Specifically, what the tensioning work of existing beam slab hogging moment steel strand wires was usually used is the punching thousand of single tendon stretch Jin top, which is to pass through single hogging moment steel strand wires from jack center, then using intermediate plate lock steel strand wires, thousand Hydraulic oil progress extended length is added in jin top and starts tensioning work, after tensioning requirement to be achieved, hydraulic oil is returned in oil pump, Jack is made to be retracted into original state, removes intermediate plate, then carries out the tensioning of an other steel strand wires, it is impossible to meet existing The needs of highway bridge construction.
Invention content
The present invention is directed to the disadvantages mentioned above of existing way, proposes a kind of flat hogging moment steel strand wires jack, specific detailed Feelings are as follows:
The flat hogging moment steel strand wires jack is returned including jack ontology, lashing hole, anchorage, intermediate plate and tensioning Journey,
The quantity at least two in the lashing hole, and be arranged in the jack body interior and pass through the jack sheet Body;
The anchorage is arranged in the both sides that the jack ontology is passed through by the lashing hole, for being secured across the steel in the lashing hole Twisted wire;
The intermediate plate is arranged on one of edge of the anchorage, for the anchorage to be assisted to fix the steel strand wires;And
The tensioning backhaul is arranged in the jack body interior close to the jack ontology outer edge, for twisting the steel Line carries out tensioning.
Preferably, which includes the notch of both sides, wherein
The shape of the notch includes at least one of triangle, rectangle and circle shape.
Preferably, which can detach with the jack ontology, and the jack sheet can be fixed on by the intermediate plate On body.
Preferably, fulcrum is disposed on the side of the jack ontology, and passes through the fulcrum, which can be to this Steel strand wires are carried out firmly so as to carry out tensioning and backhaul.
Preferably, the both ends contacted at the top of the jack with the anchorage have protruding portion, the protruding portion and the jack sheet Body by integral forming, so that the jack ontology is combined closely with the anchorage.
Preferably, it is the relationship of parallel arrangement between multiple lashing holes.
Preferably, which is bent upwards arrangement in the region of the at one end of the jack ontology.
Preferably, which is to be bent upwards arrangement by limiting plate in the region of the at one end of the jack ontology , wherein, which is integrally formed with the jack ontology.
Preferably, the angle which is bent upwards in the region of the at one end of the jack ontology is 8 ° -12 °.
Preferably, the angle which is bent upwards in the region of the at one end of the jack ontology is 10 °.
Flat hogging moment steel strand wires jack disclosed by the invention, can reuse, and can use to other The steel strand tension work of structure type.The disclosure is capable of all steel strand wires of disposable stretching notch, so improving work Efficiency reduces working strength and improves effect.In addition the disclosure avoids the quality problems that steel strand wires are carried out with nest folding, carries High construction quality simultaneously increases bridge service life.
The additional aspect of the present invention and advantage will be set forth in part in the description, these will become from the following description It obtains significantly or is recognized by the practice of the present invention.
Description of the drawings
Above-mentioned and/or additional aspect and advantage of the invention will become from the following description of the accompanying drawings of embodiments Significantly and it is readily appreciated that, wherein:
Fig. 1 is the plan structure sectional view of a wherein embodiment for the flat hogging moment steel strand wires jack of the present invention.
Fig. 2 is the construction profile of a wherein embodiment for the flat hogging moment steel strand wires jack of the present invention.
Specific embodiment
The embodiment of the present invention is described below in detail, the example of the embodiment is shown in the drawings, wherein phase from beginning to end Same or similar label represents same or similar element or the element with same or like function.Below with reference to attached drawing The embodiment of description is exemplary, and is only used for explaining the present invention, and is not construed as limiting the claims.
Those skilled in the art of the present technique are appreciated that unless otherwise defined all terms used herein are (including technology art Language and scientific terminology), there is the meaning identical with the general understanding of the those of ordinary skill in fields of the present invention.Should also Understand, those terms such as defined in the general dictionary, it should be understood that have in the context of the prior art The consistent meaning of meaning, and unless by specific definitions as here, the meaning of idealization or too formal otherwise will not be used To explain.
It, can not because volume is big in order to solve traditional equipment in bridge construction field during steel strand wires in tensioning beam body The problem of being placed in hogging moment steel strand tension notch discloses the flat hogging moment steel strand wires jack of the present invention.
According to one embodiment of present invention, as depicted in figs. 1 and 2, the flat hogging moment steel strand wires of the disclosure are very heavy Top, including jack ontology 01, lashing hole 02, anchorage 03, intermediate plate 04 and tensioning backhaul 05, wherein,
The quantity at least two in the lashing hole 02, and be arranged in 01 inside of jack ontology and pass through the jack Ontology 01;
The anchorage 03 is arranged in the both sides that the jack ontology 01 is passed through by the lashing hole 02, for being secured across the lashing The steel strand wires in hole 02;
The intermediate plate 04 is arranged on one of edge of the anchorage 03, for the anchorage 03 to be assisted to fix the steel strand wires; And
The tensioning backhaul 05 is arranged in 01 inside of jack ontology close to 01 outer edge of jack ontology, for making The steel strand wires carry out tensioning.
The lashing hole 02 includes the notch of both sides in one of the embodiments, wherein
The shape of the notch includes at least one of triangle, rectangle and circle shape.
In one embodiment, which can detach with the jack ontology 01, and can be solid by the intermediate plate 04 It is scheduled on the jack ontology 01.
In one embodiment, fulcrum is disposed on the side of the jack ontology 01, and passes through the fulcrum, which returns Journey 05 can be carried out the steel strand wires firmly so as to carry out tensioning and backhaul.
In one embodiment, the both ends which contacts with the anchorage 03 have protruding portion, this is prominent Go out portion to be integrally formed with the jack ontology 01, so that the jack ontology 01 is combined closely with the anchorage 03.
In one embodiment, it is the relationship of parallel arrangement between multiple lashing holes 02.
In one embodiment, which is bent upwards arrangement in the region of the at one end of the jack. Specifically, which realized by limiting plate 06, and wherein the limiting plate and the jack ontology are integrally formed.
In one embodiment, the angle which is bent upwards in the region of the at one end of the jack ontology 01 Spend is 8 ° -12 °.Preferably, which is 10 °.
It the above is only some embodiments of the present invention, it is noted that those skilled in the art are come It says, various improvements and modifications may be made without departing from the principle of the present invention, these improvements and modifications also should be regarded as Protection scope of the present invention.

Claims (10)

1. a kind of flat hogging moment steel strand wires jack is returned including jack ontology, lashing hole, anchorage, intermediate plate and tensioning Journey, which is characterized in that
The quantity at least two in the lashing hole, and be arranged in the jack body interior and pass through the jack sheet Body;
The anchorage is arranged in the both sides that the jack ontology is passed through by the lashing hole, for being secured across the lashing hole Steel strand wires;
The intermediate plate is arranged on one of edge of the anchorage, for the anchorage to be assisted to fix the steel strand wires;With And
The tensioning backhaul is arranged in the jack body interior close to the jack ontology outer edge, described for making Steel strand wires carry out tensioning.
2. flat hogging moment steel strand wires jack according to claim 1, which is characterized in that the lashing hole includes two The notch of side, wherein
The shape of the notch includes at least one of triangle, rectangle and circle shape.
3. flat hogging moment steel strand wires jack according to claim 1, which is characterized in that the anchorage can be with institute The separation of jack ontology is stated, and can be fixed on by the intermediate plate on the jack ontology.
4. flat hogging moment steel strand wires jack according to claim 1, which is characterized in that the jack ontology Fulcrum is disposed on side, and passes through the fulcrum, the tensioning backhaul can be carried out the steel strand wires firmly so as to carry out Tensioning and backhaul.
5. flat hogging moment steel strand wires jack according to claim 1, which is characterized in that the jack ontology top The both ends that portion is contacted with the anchorage have protruding portion, the protruding portion and described this body by integral forming of jack, so that The jack ontology is combined closely with the anchorage.
6. flat hogging moment steel strand wires jack according to claim 1, which is characterized in that multiple lashing holes it Between be parallel arrangement relationship.
7. according to any flat hogging moment steel strand wires jack of claim 1-6, which is characterized in that the lashing hole Arrangement is bent upwards in the region of the at one end of the jack ontology.
8. flat hogging moment steel strand wires jack according to claim 7, which is characterized in that the lashing hole is described It is that arrangement is bent upwards by limiting plate in the region of the at one end of jack ontology, wherein, the limiting plate and described thousand Jin top ontology is integrally formed.
9. flat hogging moment steel strand wires jack according to claim 7, which is characterized in that the lashing hole is described The angle being bent upwards in the region of the at one end of jack ontology is 8 ° -12 °.
10. flat hogging moment steel strand wires jack according to claim 9, which is characterized in that the lashing hole is in institute It is 10 ° to state the angle being bent upwards in the region of the at one end of jack ontology.
CN201810016707.XA 2018-01-08 2018-01-08 Flat hogging moment steel strand wires jack Pending CN108193883A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810016707.XA CN108193883A (en) 2018-01-08 2018-01-08 Flat hogging moment steel strand wires jack

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810016707.XA CN108193883A (en) 2018-01-08 2018-01-08 Flat hogging moment steel strand wires jack

Publications (1)

Publication Number Publication Date
CN108193883A true CN108193883A (en) 2018-06-22

Family

ID=62588635

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810016707.XA Pending CN108193883A (en) 2018-01-08 2018-01-08 Flat hogging moment steel strand wires jack

Country Status (1)

Country Link
CN (1) CN108193883A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112240002A (en) * 2019-07-17 2021-01-19 天津联东兴达科技有限公司 Full-automatic hydraulic steel strand tractor

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2597610Y (en) * 2003-01-28 2004-01-07 山东建筑工程学院 Towing equipment for translation of whole building
CN202063668U (en) * 2011-01-28 2011-12-07 安徽金星预应力工程技术有限公司 Jack of integrated anchor tool
CN202625726U (en) * 2012-05-16 2012-12-26 李金岭 Large-tonnage jacking-pressing type front-clamping jack
CN203199934U (en) * 2013-04-17 2013-09-18 周启武 Front-clamping type tensioning jack
CN203682979U (en) * 2013-12-31 2014-07-02 合肥杨晨工程技术有限公司 Anchor group front clamping type jack

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2597610Y (en) * 2003-01-28 2004-01-07 山东建筑工程学院 Towing equipment for translation of whole building
CN202063668U (en) * 2011-01-28 2011-12-07 安徽金星预应力工程技术有限公司 Jack of integrated anchor tool
CN202625726U (en) * 2012-05-16 2012-12-26 李金岭 Large-tonnage jacking-pressing type front-clamping jack
CN203199934U (en) * 2013-04-17 2013-09-18 周启武 Front-clamping type tensioning jack
CN203682979U (en) * 2013-12-31 2014-07-02 合肥杨晨工程技术有限公司 Anchor group front clamping type jack

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112240002A (en) * 2019-07-17 2021-01-19 天津联东兴达科技有限公司 Full-automatic hydraulic steel strand tractor

Similar Documents

Publication Publication Date Title
KR101125917B1 (en) Prestressed steel concrete composite beam
KR100733609B1 (en) Reinforcing method of concrete structures using camber of steel beam
KR20180051164A (en) Strengthening apparatus and method of lightweight steel truss members by external prestressing
CN108193883A (en) Flat hogging moment steel strand wires jack
KR101520031B1 (en) Composite girder for steel and concrete
KR101060566B1 (en) Continuous method of multi-span PS beam using plate type tension material
KR101814754B1 (en) Built-Up Beam
KR101636889B1 (en) Prestressed Concrete Girder
KR102009704B1 (en) Steel permanent landfill form using upper flange box compound gider and construction method using the same
CN110359726A (en) With the anchorage for turning to pressing plate
KR101374701B1 (en) Concrete beam construction method with anchorage apparatus for bi-pressing compression member
KR102083196B1 (en) Deck Having Truss Girder With Flat Bar
KR100461520B1 (en) Structure reinforcement apparatus using multi directional prestressing
KR100559764B1 (en) Steel girder adhered arch rib
KR101809930B1 (en) PSC Girder With Stress Distributing Member
KR101154121B1 (en) Steel built up beam and steel concrete composite beam using the same
CN108978994A (en) A kind of assembly method of precast beam unit and its gluten
CN210561680U (en) Pretensioned ultra-high performance concrete composite beam
KR100734172B1 (en) PC Beam
CN110241975B (en) Section steel concrete column with multiple section steel
CN208869929U (en) Concrete box girder transverse bridge is to prestressed structure
KR200348999Y1 (en) Dubel for composite structure
KR101167152B1 (en) girder
CN109138269B (en) Combined beam structure and construction method thereof
KR20120053124A (en) Prestressed h-section steel beam

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
WD01 Invention patent application deemed withdrawn after publication
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20180622