CN103572965A - Ultra-long steel component sliding, ejecting pushing system and sliding method thereof - Google Patents
Ultra-long steel component sliding, ejecting pushing system and sliding method thereof Download PDFInfo
- Publication number
- CN103572965A CN103572965A CN201310547285.6A CN201310547285A CN103572965A CN 103572965 A CN103572965 A CN 103572965A CN 201310547285 A CN201310547285 A CN 201310547285A CN 103572965 A CN103572965 A CN 103572965A
- Authority
- CN
- China
- Prior art keywords
- slippage
- pushing tow
- steel work
- sliding
- clamping part
- 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
Links
Images
Abstract
The invention discloses an ultra-long steel component sliding, ejecting pushing system which comprises a sliding, ejecting and pushing device, a crawl device, a sliding support and a base. The sliding support is fixed on the base. The steel structure to be slid, ejected and pushed is fixed above the sliding support. The bottom of the crawl device is fixed on the base and the upper portion of the crawl device is connected with a connection portion of the sliding, ejecting and pushing device. A buckling portion of the sliding, ejecting and pushing device is fixedly connected with the bottom of the steel structure to be slid, ejected and pushed. According to the ultra-long steel component sliding, ejecting pushing system, the sliding device of the ultra-long ultra-heavy steel structure is simplified, the sliding distance goes accurate and large equipment is not needed. Sliding is performed through the simple sliding, ejecting and pushing device and the crawl device and especially, sliding undergoes fine adjustment in a simple and rapid mode.
Description
Technical field
The present invention relates in a kind of Construction of Steel Structure slippage pushing tow system and gliding method thereof for slippage pushing tow.
Background technology
Sliding construction technology is more and more in the application of field of steel structure construction, and general sliding construction all adopts the mode of lifting or the form pulling; But long especially for length, the king-sized steel work of tonnage, adopts the mode pulling after lifting just to seem very difficult, and whole slipping need to be by large-sized gantry hanging device, and for moving fine adjustment, adopts main equipment to become again very difficult.
Summary of the invention
Goal of the invention: be the deficiency existing for prior art, a kind of pushing tow system and gliding method thereof that is applied to overlength steel member axial slip is provided.
Technical scheme: for achieving the above object, the invention provides a kind of sliding pushing gear, comprise clamping part, connecting portion and fastening devices; Described clamping part top indent forms draw-in groove; Connecting portion is in the below of clamping part; The steel work bottom for the treatment of slippage pushing tow is buckled in draw-in groove, and fastening devices is fixedly connected with steel work with clamping part.Sliding pushing gear described in the present invention is detachable recycling, applicable to the radial slippage of multiple steel work.
The invention also discloses a kind of overlength steel member slippage pushing tow system, comprising: slippage pushing tow dress, crawl device, slippage bracket and base as described above; Described slippage bracket is fixed on base; Describedly treat that the steel work of slippage pushing tow is fixed on the top of slippage bracket; The bottom of described crawl device is fixed on base, and top is connected with the connecting portion of slippage pushing tow dress; The clamping part of described slippage pushing tow dress is fixedly connected with the steel work bottom for the treatment of slippage pushing tow.
In the present invention, described in described sliding pushing gear, fastening devices is: set bolt, on described clamping part and steel work bottom, be all provided with bolt fixing hole, described set bolt is provided with bolt fixing hole through clamping part and steel work bottom, and clamping part and steel work are fixed together.Employing set bolt is fixed, and fixed form is simple, and accurate positioning only needs in displacement place, to stamp bolt fixing hole as requested.
The gliding method of above-mentioned overlength steel member slippage pushing tow system, concrete steps are as follows:
(1) clamping part of sliding pushing gear is contained on the steel work for the treatment of slippage and is fixedly connected with, the connecting portion of sliding pushing gear is connected with crawl device upper end;
(2) by the thrusting action of crawl device, by the steel work for the treatment of slippage stroke of thrusting slip forward;
(3) after first stroke of slippage, crawl device and thrustor are taken apart, thrustor is moved to a range backward and be again fixedly connected with the steel work for the treatment of slippage, be connected with crawl device simultaneously;
(4), by the thrusting action of crawl device, the steel work for the treatment of slippage is second stroke of thrusting slip forward, repeats by that analogy, until treat that the steel structure slipping of slippage puts in place.
The invention also discloses another kind of overlength steel member slippage pushing tow system, comprising: slippage pushing tow dress, crawl device, slippage bracket and base; Described slippage bracket is fixed on base; Describedly treat that the steel work of slippage pushing tow is fixed on the top of slippage bracket; The bottom of described crawl device is fixed on base, and top is connected with the connecting portion of slippage pushing tow dress; The clamping part of described slippage pushing tow dress is fixedly connected with the steel work bottom for the treatment of slippage pushing tow; Described in described sliding pushing gear, fastening devices is: set bolt.
Described in the present invention, crawl device comprises: hydraulic jack, and the bottom of this hydraulic jack is fixed on base, and expansion link top is connected with the connecting portion of sliding pushing gear.
The gliding method of above-mentioned overlength steel member slippage pushing tow system, concrete steps are as follows:
(1) clamping part of sliding pushing gear is fixedly connected on the steel work for the treatment of slippage, the connecting portion of sliding pushing gear is connected with the telescopic end of hydraulic jack;
(2) during slippage, the telescopic end of hydraulic jack stretches out pushing tow, drives slippage ejector apparatus, and the clamping part of slippage ejector apparatus drives steel work stroke of thrusting slip forward for the treatment of slippage;
(3) after first stroke of slippage, hydraulic jack and thrustor are taken apart, hydraulic jack shrinks, and thrustor is moved to a range backward, and thrustor is fixedly connected with again with the steel work for the treatment of slippage, is connected with hydraulic jack simultaneously;
(4) continue by hydraulic jack thrusting action, by slippage ejector apparatus and the steel work for the treatment of slippage that is attached thereto second stroke of thrusting slip forward, repeat by that analogy, until treat that the steel structure slipping of slippage puts in place.
Beneficial effect: the present invention has the following advantages:
1, sliding pushing gear of the present invention can reuse, and treats the steel work of slippage applicable to various overlength shapes;
2, slippage pushing tow system of the present invention is simplified the slippage equipment of the steel work of ultralong overweight, slippage spacing precision, without main equipment, completes slippage by simple sliding pushing gear and crawl device, particularly for slippage inching, simple, rapid.
3, the method for the invention, makes the slippage of overlength steel work fast, rapidly and simply.
Accompanying drawing explanation
Fig. 1 is the structural representation of overlength steel member slippage pushing tow system of the present invention.
Fig. 2 is the structural representation of sliding pushing gear in the present invention;
Fig. 3 is the front view of sliding pushing gear in the present invention;
Wherein: sliding pushing gear 1, crawl device 2, slippage bracket 3 and base 4, slippage pushing tow fill 1 clamping part 11, slippage pushing tow and fill 1 connecting portion 12, the stiffening rib 13 of sliding pushing gear 1.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, further illustrate the present invention, the present embodiment is implemented take technical solution of the present invention under prerequisite, should understand these embodiment and only for the present invention is described, is not used in and limits the scope of the invention.
Embodiment:
A kind of sliding pushing gear 1 as shown in Figure 2,3, comprises clamping part 11, connecting portion 12 and fastening devices; Described clamping part 11 top indents form draw-in groove; Connecting portion 12 is positioned at the below of clamping part 11; The steel work bottom for the treatment of slippage pushing tow is buckled in draw-in groove, and fastening devices is fixedly connected with steel work with clamping part.
A kind of overlength steel member slippage pushing tow system as shown in Figure 1, comprising: described slippage pushing tow fills 1, crawl device 2, slippage bracket 3 and base 4; Described slippage bracket 3 is fixed on base 4; Describedly treat that the steel work of slippage pushing tow is fixed on the top of slippage bracket 3; The bottom of described crawl device 2 is fixed on base 4, and top and slippage pushing tow fill 1 connecting portion 12 and be connected; Described slippage pushing tow fills 1 clamping part 11 and is fixedly connected with the steel work bottom for the treatment of slippage pushing tow.Described crawl device 3 is hydraulic jack, and the bottom of this hydraulic jack is fixed on base, and expansion link top is connected with the connecting portion of sliding pushing gear; The stiffening rib 13 of sliding pushing gear 1 makes clamping part 11 be connected more firm with connecting portion 12.
The gliding method of above-mentioned overlength steel member slippage pushing tow system, concrete steps are as follows:
(1) clamping part of sliding pushing gear is fixedly connected on the steel work for the treatment of slippage, the connecting portion of sliding pushing gear is connected with the telescopic end of hydraulic jack;
(2) during slippage, the telescopic end of hydraulic jack stretches out pushing tow, drives slippage ejector apparatus, and the clamping part of slippage ejector apparatus drives steel work stroke of thrusting slip forward for the treatment of slippage;
(3) after first stroke of slippage, hydraulic jack and thrustor are taken apart, hydraulic jack shrinks, and thrustor is moved to a range backward, and thrustor is fixedly connected with again with the steel work for the treatment of slippage, is connected with hydraulic jack simultaneously;
(4) continue by hydraulic jack thrusting action, by slippage ejector apparatus and the steel work for the treatment of slippage that is attached thereto second stroke of thrusting slip forward, repeat by that analogy, until treat that the steel structure slipping of slippage puts in place.
Claims (7)
1. a sliding pushing gear, is characterized in that: comprise clamping part (11), connecting portion (12) and fastening devices; Described clamping part (11) top indent forms draw-in groove; Connecting portion (12) is positioned at the below of clamping part (11); The steel work bottom for the treatment of slippage pushing tow is buckled in draw-in groove, and fastening devices is fixedly connected with steel work with clamping part.
2. the thrustor that moves according to claim 1, it is characterized in that: described fastening devices is: set bolt, on described clamping part and steel work bottom, be all provided with bolt fixing hole, described set bolt is provided with bolt fixing hole through clamping part and steel work bottom, and clamping part and steel work are fixed together.
3. an overlength steel member slippage pushing tow system, is characterized in that: comprising: slippage pushing tow dress (1), crawl device (2), slippage bracket (3) and base (4) as claimed in claim 1; Described slippage bracket (3) is fixed on base (4); Describedly treat that the steel work of slippage pushing tow is fixed on the top of slippage bracket (3); It is upper that the bottom of described crawl device (2) is fixed on base (4), and top is connected with the connecting portion (12) of slippage pushing tow dress (1); The clamping part (11) of described slippage pushing tow dress (1) is fixedly connected with the steel work bottom for the treatment of slippage pushing tow.
4. an overlength steel member slippage pushing tow system, is characterized in that: comprising: slippage pushing tow dress (1), crawl device (2), slippage bracket (3) and base (4) as claimed in claim 2; Described slippage bracket (3) is fixed on base (4); Describedly treat that the steel work of slippage pushing tow is fixed on the top of slippage bracket (3); It is upper that the bottom of described crawl device (2) is fixed on base (4), and top is connected with the connecting portion (12) of slippage pushing tow dress (1); The clamping part (11) of described slippage pushing tow dress (1) is fixedly connected with the steel work bottom for the treatment of slippage pushing tow.
5. overlength steel member slippage pushing tow system according to claim 4, is characterized in that: described crawl device (3) comprising: hydraulic jack, and the bottom of this hydraulic jack is fixed on base, and expansion link top is connected with the connecting portion of sliding pushing gear.
6. a gliding method for overlength steel member slippage pushing tow system as claimed in claim 3, is characterized in that: the concrete steps of the method are as follows:
(1) clamping part of sliding pushing gear is contained on the steel work for the treatment of slippage and is fixedly connected with, the connecting portion of sliding pushing gear is connected with crawl device upper end;
(2) by the thrusting action of crawl device, by the steel work for the treatment of slippage stroke of thrusting slip forward;
(3) after first stroke of slippage, crawl device and thrustor are taken apart, thrustor is moved to a range backward and be again fixedly connected with the steel work for the treatment of slippage, be connected with crawl device simultaneously;
(4), by the thrusting action of crawl device, the steel work for the treatment of slippage is second stroke of thrusting slip forward, repeats by that analogy, until treat that the steel structure slipping of slippage puts in place.
7. a gliding method for overlength steel member slippage pushing tow system as claimed in claim 5, is characterized in that: the concrete steps of the method are as follows:
(1) clamping part of sliding pushing gear is fixedly connected on the steel work for the treatment of slippage, the connecting portion of sliding pushing gear is connected with the telescopic end of hydraulic jack;
(2) during slippage, the telescopic end of hydraulic jack stretches out pushing tow, drives slippage ejector apparatus, and the clamping part of slippage ejector apparatus drives steel work stroke of thrusting slip forward for the treatment of slippage;
(3) after first stroke of slippage, hydraulic jack and thrustor are taken apart, hydraulic jack shrinks, and thrustor is moved to a range backward, and thrustor is fixedly connected with again with the steel work for the treatment of slippage, is connected with hydraulic jack simultaneously;
(4) continue by hydraulic jack thrusting action, by slippage ejector apparatus and the steel work for the treatment of slippage that is attached thereto second stroke of thrusting slip forward, repeat by that analogy, until treat that the steel structure slipping of slippage puts in place.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310547285.6A CN103572965B (en) | 2013-11-08 | 2013-11-08 | A kind of overlength steel beam column slippage pushing tow system and gliding method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310547285.6A CN103572965B (en) | 2013-11-08 | 2013-11-08 | A kind of overlength steel beam column slippage pushing tow system and gliding method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103572965A true CN103572965A (en) | 2014-02-12 |
| CN103572965B CN103572965B (en) | 2015-07-29 |
Family
ID=50045617
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310547285.6A Active CN103572965B (en) | 2013-11-08 | 2013-11-08 | A kind of overlength steel beam column slippage pushing tow system and gliding method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103572965B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638325A (en) * | 2016-12-31 | 2017-05-10 | 中铁十八局集团第五工程有限公司 | Construction method applicable to steel member gliding assembling in narrow spaces |
| CN107013038A (en) * | 2017-05-08 | 2017-08-04 | 福建省涵城建设工程有限公司 | A kind of steel structure slipping of building roof lighting Zhongting changes column construction method |
| CN109281471A (en) * | 2018-08-31 | 2019-01-29 | 上海宝冶集团有限公司 | A kind of steel structure slipping pushing tow attachment device |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07286370A (en) * | 1994-04-15 | 1995-10-31 | Kayaba Ind Co Ltd | Jack-up type building construction device |
| JPH1181684A (en) * | 1997-09-05 | 1999-03-26 | Hitachi Plant Eng & Constr Co Ltd | Installation and centering device for girder |
| CN201151951Y (en) * | 2007-11-30 | 2008-11-19 | 北京市机械施工有限公司 | Full-automatic marching type reverse force support |
| CN201406839Y (en) * | 2009-02-12 | 2010-02-17 | 北京市建筑工程研究院 | Retractable and limitable sliding carriage |
| CN201486155U (en) * | 2009-09-03 | 2010-05-26 | 上海同新机电控制技术有限公司 | Track self-adaptive hydraulic rail clamping device |
| CN203684684U (en) * | 2013-11-08 | 2014-07-02 | 江苏沪宁钢机股份有限公司 | Slip pushing device and slip pushing system for ultra-long steel members |
-
2013
- 2013-11-08 CN CN201310547285.6A patent/CN103572965B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07286370A (en) * | 1994-04-15 | 1995-10-31 | Kayaba Ind Co Ltd | Jack-up type building construction device |
| JPH1181684A (en) * | 1997-09-05 | 1999-03-26 | Hitachi Plant Eng & Constr Co Ltd | Installation and centering device for girder |
| CN201151951Y (en) * | 2007-11-30 | 2008-11-19 | 北京市机械施工有限公司 | Full-automatic marching type reverse force support |
| CN201406839Y (en) * | 2009-02-12 | 2010-02-17 | 北京市建筑工程研究院 | Retractable and limitable sliding carriage |
| CN201486155U (en) * | 2009-09-03 | 2010-05-26 | 上海同新机电控制技术有限公司 | Track self-adaptive hydraulic rail clamping device |
| CN203684684U (en) * | 2013-11-08 | 2014-07-02 | 江苏沪宁钢机股份有限公司 | Slip pushing device and slip pushing system for ultra-long steel members |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638325A (en) * | 2016-12-31 | 2017-05-10 | 中铁十八局集团第五工程有限公司 | Construction method applicable to steel member gliding assembling in narrow spaces |
| CN106638325B (en) * | 2016-12-31 | 2018-06-08 | 中铁十八局集团第五工程有限公司 | Suitable for the construction method of steel member liding assembling under narrow space |
| CN107013038A (en) * | 2017-05-08 | 2017-08-04 | 福建省涵城建设工程有限公司 | A kind of steel structure slipping of building roof lighting Zhongting changes column construction method |
| CN107013038B (en) * | 2017-05-08 | 2019-10-29 | 福建省涵城建设工程有限公司 | A kind of steel structure slipping of building roof lighting Zhongting changes column construction method |
| CN109281471A (en) * | 2018-08-31 | 2019-01-29 | 上海宝冶集团有限公司 | A kind of steel structure slipping pushing tow attachment device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103572965B (en) | 2015-07-29 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103572965B (en) | A kind of overlength steel beam column slippage pushing tow system and gliding method thereof | |
| CN102490000B (en) | Automatic bolt sleeving device | |
| CN203684684U (en) | Slip pushing device and slip pushing system for ultra-long steel members | |
| CN105033445A (en) | Auxiliary friction stir welding positioning device of cylindrical workpiece | |
| CN104626423A (en) | Autovulcanization production device for rubber annular piece | |
| CN104358520A (en) | Clamping pushing and pulling mechanism for pipe pushing machine | |
| CN204280456U (en) | Trash compactor push-and-pull case apparatus | |
| CN203579111U (en) | Pipe penetrating machine | |
| CN208263255U (en) | A kind of automation rubber tube stripper apparatus | |
| CN203475316U (en) | Steel box beam auxiliary closuring longitudinally ejecting device | |
| CN207513606U (en) | A kind of counterforce device for shield launching | |
| CN203383155U (en) | Fully automatic traveling gear | |
| CN209319676U (en) | Multi-functional omnidirectional's hydraulic dismounting device | |
| CN108556221A (en) | A kind of automation rubber tube stripper apparatus | |
| CN103075119B (en) | Force applying device | |
| CN204225767U (en) | The clamping push-pull mechanism of ejector sleeve machine | |
| CN203983867U (en) | Cable drum carriage | |
| CN203725316U (en) | Moving device of ceramic spray gun | |
| CN203942251U (en) | Actinobacillus device for building | |
| CN206266792U (en) | A kind of hollow fiber film thread stretching-machine | |
| CN204919343U (en) | Can dismantle formula jack reaction frame device fast | |
| CN205835192U (en) | One draws horse | |
| CN204893860U (en) | Car column jacket is jump ring device for assembly | |
| CN205110594U (en) | A work piece conveying mechanism for press | |
| CN212170890U (en) | Efficient and stable horizontal core pulling machine |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |