CN202064284U - Multifunctional pressure/draw bar for positioning of corrugated steel webs - Google Patents

Multifunctional pressure/draw bar for positioning of corrugated steel webs Download PDF

Info

Publication number
CN202064284U
CN202064284U CN 201120130337 CN201120130337U CN202064284U CN 202064284 U CN202064284 U CN 202064284U CN 201120130337 CN201120130337 CN 201120130337 CN 201120130337 U CN201120130337 U CN 201120130337U CN 202064284 U CN202064284 U CN 202064284U
Authority
CN
China
Prior art keywords
tie
strut
wavelike steel
corrugated steel
pressure
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 201120130337
Other languages
Chinese (zh)
Inventor
梁朝晖
袁少飞
魏邦泉
李树林
扈成熙
秦德文
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.)
Shanghai Yuantong Luqiao Engineering Co Ltd
CCCC Second Highway Engineering Co Ltd
Original Assignee
CCCC Second Highway Engineering 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 CCCC Second Highway Engineering Co Ltd filed Critical CCCC Second Highway Engineering Co Ltd
Priority to CN 201120130337 priority Critical patent/CN202064284U/en
Application granted granted Critical
Publication of CN202064284U publication Critical patent/CN202064284U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Abstract

The utility model relates to the field of corrugated steel web bridge construction, in particular to a multifunctional pressure/draw bar used in the positioning and installing process of corrugated steel webs. The pressure/draw bar at least comprises two corrugated steel webs fixed between an inner side web and an outer side web of a box girder and is characterized in that two pressure/draw bars are in threaded connection between temporary bolt holes at the front ends of the two corrugated steel webs; the pressure/draw bars are rod-shaped thick-wall seamless steel pipes; and supporting backing boards are fixedly connected to the two ends of the pressure/draw bars, holes are formed in the middle of the supporting backing boards, nuts are fixed to the inner sides of the supporting backing boards, and nut holes are arranged over against the holes on the supporting backing boards. The multifunctional pressure/draw bar for the positioning of the corrugated steel webs is simple and effective, and can save materials, reduce construction procedures, accelerate construction progress and guarantee the precision and stability of the positioning.

Description

Wavelike steel webplate is located multi-functional strut and tie
Technical field
The utility model relates to the Wavelike steel webplate field of bridge construction, a kind of multi-functional strut and tie that uses in particularly a kind of Wavelike steel webplate location and installation process.
Background technology
Obtained using comparatively widely at France, Japan and other countries Wavelike steel webplate bridge, it is to adopt the thick steel plate of 10-30mm, be bent into waveform, replace the thick concrete web of 30-80cm in the box beam structure, when reducing the superstructure deadweight, improve structural seismic performance and prestressing force efficient, thoroughly solve the problem that ordinary construction is striden footpath continuous beam and continuous rigid frame median ventral plate concrete cracking greatly.Its bridge construction form that is suitable for of Wavelike steel webplate is also very extensive, to continuous rigid frame, arrives part cable stayed bridge even suspension bridge from simply supported beam, continuous beam again, has powerful adaptive capacity, is a kind of novel bridge structure that is worthy to be popularized.
In such bridge construction, the precision of Wavelike steel webplate installing and locating is most important, and it is linear and stressed to be directly connected to bridge construction, and bridge durability.And conventional positioning supporting frame adopts big shaped steel or sets up scaffold, except that the expense material of taking a lot of work, also can take big quantity space and influence follow-up construction.
Summary of the invention
The purpose of this utility model is in order to reduce the working procedure of conventional way, reduce the complexity of positioner, and the resistance to overturning of enhancing Wavelike steel webplate, the multi-functional strut and tie of a kind of Wavelike steel webplate location usefulness is provided, this strut and tie is simply effective, can economical with materials and working procedure, accelerating construction progress guarantees that the location is accurately and stable.
The technical scheme that its technical problem that solves the utility model adopts is: design a kind of Wavelike steel webplate and locate multi-functional strut and tie, which comprises at least two fixing Wavelike steel webplates between the inside and outside coxostermum of case beam, it is characterized in that: strut and tie has been threaded between the interim bolt hole of two Wavelike steel webplate front ends.
The twice strut and tie has been threaded between the interim bolt hole of described two Wavelike steel webplate front ends.
Described strut and tie is the thick-walled seamless steel pipes of rod shaped structure.
The two ends of described strut and tie all are fixedly connected with the support backing plate, support the middle perforate of backing plate, support the backing plate inboard and be fixed with nut, nut bore is over against the perforate of supporting backing plate, strut and tie runs through pad, bolt hole, support backing plate successively by bolt and is connected with nut thread between the interim bolt hole of two Wavelike steel webplate front ends.
The length of described strut and tie equals the clear distance of two Wavelike steel webplates.
The beneficial effects of the utility model are: the strut and tie that has been threaded between the interim bolt hole of two Wavelike steel webplate front ends, when two Wavelike steel webplates had the trend of distortion to the inside, the strut and tie pressurized played the effect of support.When two Wavelike steel webplates have the trend of distortion laterally, bolt tension by the strut and tie end, restrained deformation, the acting in conjunction of tension and compression member guarantees the Wavelike steel webplate locating effect, effectively simple, easy for installation, do not need big machinery to cooperate, can save working procedure, accelerating construction progress guarantees that the location is precise and stable.
Description of drawings
Below in conjunction with the embodiment accompanying drawing the utility model is described further:
Fig. 1 is that Wavelike steel webplate is located multi-functional strut and tie layout schematic diagram;
Fig. 2 is that the section that Wavelike steel webplate is located after multi-functional strut and tie is installed is arranged schematic diagram;
Fig. 3 is the partial enlarged drawing at A place among Fig. 1.
Among the figure: 1, Wavelike steel webplate; 2, strut and tie; 3, bolt hole; 4, bolt; 5, nut; 6, support backing plate; 7, pad.
The specific embodiment
Embodiment 1
Locate multi-functional strut and tie as the Wavelike steel webplate of Fig. 1, Fig. 2 and arrange shown in the schematic diagram, locate multi-functional strut and tie, satisfy positioning requirements in two Wavelike steel webplates, 1 disposed inboard twice.
Be fixed with the twice strut and tie 2 that has been threaded between the interim bolt hole 3 of 1, two Wavelike steel webplate 1 front end of two Wavelike steel webplates between the inside and outside coxostermum of case beam, strut and tie 2 is the thick-walled seamless steel pipes of rod shaped structure.
Embodiment 2
As shown in Figure 3, the two ends of strut and tie 2 all are welded with supports backing plate 6, support backing plate 6 middle perforates, support backing plate 6 inboards and be welded with nut 5, nut bore is over against the perforate of supporting backing plate 6, strut and tie 2 is between the interim bolt hole 3 of two Wavelike steel webplate 1 front ends the time, pass bolt hole 3, support backing plate 6 middle perforates by bolt 4 and pad 7, final bolt 4 is threaded io in the nut 5, two Wavelike steel webplates 1 are coupled together, by 4 modes that adopt inner support to draw that tight a bolt, guarantee the stable of two steel web 1 spacings outward.
The length of strut and tie 2 equals the clear distance of two Wavelike steel webplates 1, and after the installation, when two Wavelike steel webplates 1 had the trend of distortion to the inside, strut and tie 2 pressurizeds played the effect of support.When two Wavelike steel webplates have the trend of distortion laterally, by bolt 4 tensions of strut and tie 2 ends, restrained deformation, the acting in conjunction of tension and compression member guarantees Wavelike steel webplate 1 locating effect.
Construction and installation step of the present utility model is as follows:
1, after two Wavelike steel webplates in the outside 1 are installed in the box girder segment this is installed and locatees multi-functional strut and tie;
2, with electric block the strut and tie 2 that supports backing plate 6 has been welded at two ends and be positioned over two Wavelike steel webplates, 1 inboard front end bolt hole, 3 positions, aimed at bolt hole 3;
3, aim at bolt hole 3 from Wavelike steel webplate 1 outside and penetrate pad 7 and bolt 4;
4, the bolt 4 that screws up with a wrench is guaranteed Wavelike steel webplate 1 and is supported backing plate 6 airtight applyings.
After Wavelike steel webplate to be positioned 1 lifting this can be installed and locate multi-functional strut and tie, be dismountable the multi-functional strut and tie in location after the concreting of this sections Wavelike steel webplate 1 is finished, and turnover is used.
The utility model is simply effective, and is easy for installation, do not need big machinery to cooperate, and can save working procedure, and accelerating construction progress guarantees that the location is precise and stable.

Claims (5)

1. Wavelike steel webplate is located multi-functional strut and tie, which comprises at least fixing two Wavelike steel webplates (1) between the inside and outside coxostermum of case beam, it is characterized in that: strut and tie (2) has been threaded between the interim bolt hole (3) of two Wavelike steel webplates (1) front end.
2. Wavelike steel webplate according to claim 1 is located multi-functional strut and tie, it is characterized in that: twice strut and tie (2) has been threaded between the interim bolt hole (3) of described two Wavelike steel webplates (1) front end.
3. Wavelike steel webplate according to claim 1 is located multi-functional strut and tie, it is characterized in that: described strut and tie (2) is the thick-walled seamless steel pipes of rod shaped structure.
4. Wavelike steel webplate according to claim 1 is located multi-functional strut and tie, it is characterized in that: the two ends of described strut and tie (2) all are fixedly connected with supports backing plate (6), support the middle perforate of backing plate (6), support backing plate (6) inboard and be fixed with nut (5), nut bore is over against the perforate of supporting backing plate (6); Strut and tie (2) is positioned between the interim bolt hole (3) of two Wavelike steel webplates (1) front end, runs through pad (7), bolt hole (3) successively, supports backing plate (6) and be threaded with nut (5) by bolt (4).
5. Wavelike steel webplate according to claim 1 is located multi-functional strut and tie, it is characterized in that: the length of described strut and tie (2) equals the clear distance of two Wavelike steel webplates (1).
CN 201120130337 2011-04-28 2011-04-28 Multifunctional pressure/draw bar for positioning of corrugated steel webs Expired - Lifetime CN202064284U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201120130337 CN202064284U (en) 2011-04-28 2011-04-28 Multifunctional pressure/draw bar for positioning of corrugated steel webs

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201120130337 CN202064284U (en) 2011-04-28 2011-04-28 Multifunctional pressure/draw bar for positioning of corrugated steel webs

Publications (1)

Publication Number Publication Date
CN202064284U true CN202064284U (en) 2011-12-07

Family

ID=45058150

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201120130337 Expired - Lifetime CN202064284U (en) 2011-04-28 2011-04-28 Multifunctional pressure/draw bar for positioning of corrugated steel webs

Country Status (1)

Country Link
CN (1) CN202064284U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105040591A (en) * 2015-06-05 2015-11-11 上海外经集团控股有限公司 Positioning device for waveform steel web and positioning method thereof
CN106012793A (en) * 2016-07-07 2016-10-12 上海外经集团控股有限公司 Positioning structure and method for corrugated steel webs
CN106012844A (en) * 2016-05-24 2016-10-12 中国水利水电第十工程局有限公司 Positioning adjustment method for inclined steel web plates
CN106285021A (en) * 2016-08-26 2017-01-04 上海建工集团股份有限公司 The Wavelike steel webplate positioner of a kind of slip and using method thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105040591A (en) * 2015-06-05 2015-11-11 上海外经集团控股有限公司 Positioning device for waveform steel web and positioning method thereof
CN106012844A (en) * 2016-05-24 2016-10-12 中国水利水电第十工程局有限公司 Positioning adjustment method for inclined steel web plates
CN106012793A (en) * 2016-07-07 2016-10-12 上海外经集团控股有限公司 Positioning structure and method for corrugated steel webs
CN106285021A (en) * 2016-08-26 2017-01-04 上海建工集团股份有限公司 The Wavelike steel webplate positioner of a kind of slip and using method thereof
CN106285021B (en) * 2016-08-26 2019-03-26 上海建工集团股份有限公司 A kind of the Wavelike steel webplate positioning device and its application method of slip

Similar Documents

Publication Publication Date Title
CN202064284U (en) Multifunctional pressure/draw bar for positioning of corrugated steel webs
CN202202577U (en) Post disassembly structure of pre-stressed support beam
CN111809734B (en) Supporting building with tension-compression reversing characteristic and assembling method thereof
CN107989180B (en) Eccentric supporting frame
CN204282544U (en) A kind of joint reinforcing and energy consuming mechanism
CN203066090U (en) Assembled bracing structure for steel sheet piling cofferdam construction
CN103046743B (en) A kind of Super High conversion layer steel reinforced concrete crossbeam suspension type form bracing system and construction method
CN202401394U (en) Crossbeam structure of railway steel-girder cable-stayed bridge decking
CN205077643U (en) Novel power consumption of no bucking is supported
CN103485463A (en) Floor of steel structure
CN202865731U (en) Saddle weight steel box structure of steel truss cable-stayed bridge
CN202706265U (en) Improved type double-layer steel plate concrete shear wall
CN202401384U (en) Ballasting structure of steel-truss cable-stayed bridge
CN205382563U (en) Steel structure support frame
CN201381517Y (en) Elastic concrete plinth for supporting large-scale steam turbine generator
CN205046924U (en) Wind power generation tower with can flexible down tube of a stretch -draw
CN203361327U (en) Suspended portal rigid frame structure with adjustable supporting rod
CN203334679U (en) Steel reinforced concrete beam suspending and supporting structure
CN203066357U (en) Large-span arch-shaped steel truss structure
CN219529206U (en) Steel pipe truss type high wind tower bearing type transition section structure and high wind tower comprising same
CN206296177U (en) A kind of novel vibrating screen integral crossbeam structure
CN202039284U (en) Long-span heavy type truss coal-transporting trestle bridge
CN216043878U (en) Frame-type structure beam device for fixing pipeline in shaft
CN220365603U (en) Composite structure of anchor bolt support corrugated steel plate
CN204418435U (en) A kind of new steel plate shear wall

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20180504

Address after: 710065 262 zhangeight East Road, Yanta District, Xi'an, Shaanxi

Co-patentee after: Shanghai Yuantong Luqiao Engineering Company Limited

Patentee after: Zhongjiao Second Highway Engineering Bureau Co., Ltd.

Address before: 710065 262 zhangeight East Road, Yanta District, Xi'an, Shaanxi

Patentee before: Zhongjiao Second Highway Engineering Bureau Co., Ltd.

CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20111207