CN102912990A - Sliding shoe for sliding construction of steel structure - Google Patents
Sliding shoe for sliding construction of steel structure Download PDFInfo
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- CN102912990A CN102912990A CN2012104023643A CN201210402364A CN102912990A CN 102912990 A CN102912990 A CN 102912990A CN 2012104023643 A CN2012104023643 A CN 2012104023643A CN 201210402364 A CN201210402364 A CN 201210402364A CN 102912990 A CN102912990 A CN 102912990A
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- piston shoes
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Abstract
The invention relates to a sliding shoe for sliding construction of a steel structure; and the sliding shoe comprises a sliding shoe bottom plate and a sliding shoe limiting plate and further comprises a limiting plate fixing device, wherein the limiting plate fixing device comprises vertical steel plates, stiffening ribs and horizontal steel plates; the plurality of vertical steel plates are welded on the sliding shoe bottom plate; the plurality of stiffening ribs are welded on the sliding shoe bottom plate and the vertical steel plates; the plurality of horizontal steel plates are welded on the stiffening ribs and the vertical steel plates; long circular holes in a plurality of rows are formed in the horizontal steel plates; each row includes two long circular holes; and the horizontal steel plates are connected with the sliding shoe limiting plates by high-strength bolts. According to the invention, a defect that the limiting plate of the sliding shoe is nonadjustable in the prior art is overcome; and the clearance between the limiting plate and a steel rail can be adjusted according to the sliding situation of the structure on each rail during sliding, so that the smooth sliding is guaranteed. The sliding shoe for the sliding construction of the steel structure, provided by the invention, has the advantages of reasonable structure, convenience in operation and strong practicability and is suitable for promotion and application.
Description
Technical field
The invention belongs to the Long-Span Steel Space Structures technical field, particularly relate to a kind of slipping-shoe device for the steel structure slipping construction.
Background technology
Along with the development of national economy, Long-Span Steel Space Structures is widely used in China, such as venue structure, high ferro station canopy etc., and this type of steel work is when construction, and traditional job practices is to adopt the big machinery lifting.In recent years, along with the development of About Construction Technology of Steel Configuration, the steel structure slipping technology has obtained application in the construction of this type of steel work.During slippage, the piston shoes that contact with rail generally are nonadjustable, in case the nonsynchronous phenomenon of slippage occurs, will affect normally carrying out of slippage work.The present invention has overcome the nonadjustable defective of limiting plate of piston shoes, and the actual conditions in the time of can be according to slippage are adjusted the gap between limiting plate and the rail.
Summary of the invention
Technical problem to be solved by this invention provides a kind of slipping-shoe device for the steel structure slipping construction, overcome the nonadjustable defective of the limiting plate of piston shoes in the prior art, the slippage situation of structure on each track in the time of can be according to slippage, gap between limiting plate and the rail is adjusted, guaranteed carrying out smoothly of slippage work.
The technical solution adopted for the present invention to solve the technical problems is: a kind of slipping-shoe device for the steel structure slipping construction is provided, comprise the piston shoes base plate, the piston shoes limiting plate, also comprise the limiting plate fastening devices, described limiting plate fastening devices comprises vertical steel plate, stiffening rib, horizontal steel plate, described some vertical Plate Weldings are on the piston shoes base plate, described some stiffening ribs are welded on piston shoes base plate and the vertical steel plate, described some horizontal Plate Weldings are on stiffening rib and vertical steel plate, have 2 slotted holes of the every row of some rows on the described horizontal steel plate, described horizontal steel plate adopts high-strength bolt to be connected with the piston shoes limiting plate.
Described piston shoes base plate thickness is 30mm.
Described piston shoes limiting plate thickness is 20mm, and the steel plate of described piston shoes limiting plate and slide rail web contact position is through the chamfering rounding.
Described vertical steel plate, horizontal steel plate thickness are 16mm.
Described vertical steel plate adopts mode and the welding of piston shoes base plate of groove weld, and the distance of described vertical steel plate and piston shoes base plate center line is 90mm.
Described stiffening rib adopts mode and piston shoes base plate and the vertical Plate Welding of groove weld.
Described stiffening rib quantity is 5.
Described horizontal steel plate adopts mode and stiffening rib and the vertical Plate Welding of groove weld.
Have 4 rows totally 8 slotted holes on the described horizontal steel plate.
Described high-strength bolt is 10.9 grades of M20 high-strength bolts.
Beneficial effect
The present invention has overcome the nonadjustable defective of the limiting plate of piston shoes in the prior art, and the slippage situation of structure on each track is adjusted the gap between limiting plate and the rail in the time of can be according to slippage, has guaranteed carrying out smoothly of slippage work.Apparatus structure is reasonable, easy to operate, practical, is fit to apply.
Description of drawings
Fig. 1 is structural representation of the present invention;
Fig. 2 is the A-A cross section view of Fig. 1;
Fig. 3 is the B-B cross section view of Fig. 1;
1. piston shoes base plate 2. piston shoes limiting plates 3. vertical steel plate 4. horizontal steel plate 5. stiffening ribs
6. slotted hole 7. high-strength bolts
The specific embodiment
Below in conjunction with specific embodiment, further set forth the present invention.Should be understood that these embodiment only to be used for explanation the present invention and be not used in and limit the scope of the invention.Should be understood that in addition those skilled in the art can make various changes or modifications the present invention after the content of having read the present invention's instruction, these equivalent form of values fall within the application's appended claims limited range equally.
Such as Fig. 1～shown in Figure 3, the present invention includes piston shoes base plate 1, piston shoes limiting plate 2, also comprise the limiting plate fastening devices, described limiting plate fastening devices comprises vertical steel plate 3, stiffening rib 5, horizontal steel plate 4, described some vertical steel plates 3 are welded on the piston shoes base plate 1, described some stiffening ribs 5 are welded on piston shoes base plate 1 and the vertical steel plate 3, described some horizontal steel plates 4 are welded on stiffening rib 5 and the vertical steel plate 3, have 2 slotted holes 6 of the every row of some rows on the described horizontal steel plate 4, described horizontal steel plate 4 adopts high-strength bolt 7 to be connected with piston shoes limiting plate 2.
Described piston shoes base plate 1 thickness is 30mm.
Described piston shoes limiting plate 2 thickness are 20mm, and the steel plate of described piston shoes limiting plate 2 and slide rail web contact position is through the chamfering rounding.
Described vertical steel plate 3, horizontal steel plate 4 thickness are 16mm.
Described vertical steel plate 3 adopts mode and 1 welding of piston shoes base plate of groove weld, and the distance of described vertical steel plate 3 and piston shoes base plate 1 center line is 90mm.
Described stiffening rib 5 adopts mode and piston shoes base plate 1 and vertically steel plate 3 welding of groove weld.
Described stiffening rib 5 quantity are 5.
Described horizontal steel plate 4 adopts mode and stiffening rib 5 and vertically steel plate 3 welding of groove weld.
Have 4 rows totally 8 slotted holes 6 on the described horizontal steel plate 4.
Described high-strength bolt 7 is 10.9 grades of M20 high-strength bolts.
Carry out according to the following step in the invention process:
1) opens totally 8 of slotted hole 6,4 rows at horizontal steel plate 4;
2) vertical steel plate 3 is welded on the piston shoes base plate 1, adopts groove weld, apart from piston shoes base plate 1 center line 90mm;
3) stiffening rib 5 is welded on piston shoes base plate 1 and the vertical steel plate 3, adopts groove weld, totally 5 of stiffening ribs 5;
4) horizontal steel plate 4 is welded on stiffening rib 5 and the vertical steel plate 3, adopts groove weld;
5) adopt high-strength bolt 7 to be connected with horizontal steel plate 4 piston shoes limiting plate 2;
6) by degree of tightness high-strength bolt 7, just can realize the gap adjustment between piston shoes limiting plate 2 and the track web.
Above construction sequence can be finished in steel work processing factory, can produce in batches, and batch production is transported to the building site after finishing, and with after the steel superstructure bearing links to each other, just can carry out sliding construction before the sliding construction.
Claims (10)
1. one kind is used for the slipping-shoe device that steel structure slipping is constructed, comprise piston shoes base plate (1), piston shoes limiting plate (2), it is characterized in that: also comprise the limiting plate fastening devices, described limiting plate fastening devices comprises vertical steel plate (3), stiffening rib (5), horizontal steel plate (4), described some vertical steel plates (3) are welded on the piston shoes base plate (1), described some stiffening ribs (5) are welded on piston shoes base plate (1) and the vertical steel plate (3), described some horizontal steel plates (4) are welded on stiffening rib (5) and the vertical steel plate (3), have some rows 2 slotted holes of every row (6) on the described horizontal steel plate (4), described horizontal steel plate (4) adopts high-strength bolt (7) to be connected with piston shoes limiting plate (2).
2. a kind of slipping-shoe device for steel structure slipping construction as claimed in claim 1, it is characterized in that: described piston shoes base plate (1) thickness is 30mm.
3. a kind of slipping-shoe device for steel structure slipping construction as claimed in claim 1, it is characterized in that: described piston shoes limiting plate (2) thickness is 20mm, the steel plate of described piston shoes limiting plate (2) and slide rail web contact position is through the chamfering rounding.
4. a kind of slipping-shoe device for steel structure slipping construction as claimed in claim 1, it is characterized in that: described vertical steel plate (3), horizontal steel plate (4) thickness are 16mm.
5. a kind of slipping-shoe device for steel structure slipping construction as claimed in claim 1, it is characterized in that: described vertical steel plate (3) adopts mode and piston shoes base plate (1) welding of groove weld, and the distance of described vertical steel plate (3) and piston shoes base plate (1) center line is 90mm.
6. a kind of slipping-shoe device for the steel structure slipping construction as claimed in claim 1 is characterized in that: the mode of described stiffening rib (5) employing groove weld and piston shoes base plate (1) and vertically steel plate (3) welding.
7. a kind of slipping-shoe device for steel structure slipping construction as claimed in claim 1, it is characterized in that: described stiffening rib (5) quantity is 5.
8. a kind of slipping-shoe device for the steel structure slipping construction as claimed in claim 1 is characterized in that: the mode of described horizontal steel plate (4) employing groove weld and stiffening rib (5) and vertically steel plate (3) welding.
9. a kind of slipping-shoe device for the steel structure slipping construction as claimed in claim 1 is characterized in that: have 4 rows, 8 slotted holes (6) on the described horizontal steel plate (4) totally.
10. a kind of slipping-shoe device for steel structure slipping construction as claimed in claim 1, it is characterized in that: described high-strength bolt (7) is 10.9 grades of M20 high-strength bolts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210402364.3A CN102912990B (en) | 2012-10-19 | 2012-10-19 | Sliding shoe for sliding construction of steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210402364.3A CN102912990B (en) | 2012-10-19 | 2012-10-19 | Sliding shoe for sliding construction of steel structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102912990A true CN102912990A (en) | 2013-02-06 |
| CN102912990B CN102912990B (en) | 2015-04-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210402364.3A Active CN102912990B (en) | 2012-10-19 | 2012-10-19 | Sliding shoe for sliding construction of steel structure |
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| Country | Link |
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| CN (1) | CN102912990B (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105201217A (en) * | 2015-07-27 | 2015-12-30 | 上海十三冶建设有限公司 | Column foot device for steel structure sliding and construction method thereof |
| CN106013821A (en) * | 2016-07-31 | 2016-10-12 | 中建五局蚌埠建筑工程有限公司 | Sliding shoe for sliding steel net frame |
| CN109505404A (en) * | 2018-11-30 | 2019-03-22 | 上海宝冶集团有限公司 | The intelligent recognition and restraint system of roof system deformation |
| CN110656703A (en) * | 2018-06-29 | 2020-01-07 | 上海宝冶集团有限公司 | Multifunctional sliding shoe sliding post-top construction device for non-track section |
| CN113338554A (en) * | 2021-05-31 | 2021-09-03 | 上海二十冶建设有限公司 | Manufacturing and using method of steel structure pushing sliding shoe |
| CN114592700A (en) * | 2022-02-28 | 2022-06-07 | 中建八局新型建造工程有限公司 | Auxiliary mounting and positioning device for steel structure roller type sliding shoes |
Citations (5)
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| DE10210555A1 (en) * | 2002-03-09 | 2003-10-02 | Keiper Gmbh & Co Kg | Longitudinal adjustment system for seat in road vehicle has first and second rails fastened respectively to the seat and the floor and tongue bent up from floor rail forms stop member |
| JP2003321185A (en) * | 2002-05-08 | 2003-11-11 | Hitachi Building Systems Co Ltd | Moving hand rail of speed variable type passenger conveyor |
| DE10359821A1 (en) * | 2003-12-14 | 2005-09-08 | Staege, Rüdiger | Combination of rail and wheel of train, comprising magnetic devices for increasing or reducing adhesion |
| CN202175506U (en) * | 2011-08-12 | 2012-03-28 | 纪合现 | Device for fixing track |
| CN102011353B (en) * | 2010-11-16 | 2012-08-29 | 中铁二十四局集团有限公司 | Method for positioning track panel of double-block ballastless track |
-
2012
- 2012-10-19 CN CN201210402364.3A patent/CN102912990B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE10210555A1 (en) * | 2002-03-09 | 2003-10-02 | Keiper Gmbh & Co Kg | Longitudinal adjustment system for seat in road vehicle has first and second rails fastened respectively to the seat and the floor and tongue bent up from floor rail forms stop member |
| JP2003321185A (en) * | 2002-05-08 | 2003-11-11 | Hitachi Building Systems Co Ltd | Moving hand rail of speed variable type passenger conveyor |
| DE10359821A1 (en) * | 2003-12-14 | 2005-09-08 | Staege, Rüdiger | Combination of rail and wheel of train, comprising magnetic devices for increasing or reducing adhesion |
| CN102011353B (en) * | 2010-11-16 | 2012-08-29 | 中铁二十四局集团有限公司 | Method for positioning track panel of double-block ballastless track |
| CN202175506U (en) * | 2011-08-12 | 2012-03-28 | 纪合现 | Device for fixing track |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105201217A (en) * | 2015-07-27 | 2015-12-30 | 上海十三冶建设有限公司 | Column foot device for steel structure sliding and construction method thereof |
| CN106013821A (en) * | 2016-07-31 | 2016-10-12 | 中建五局蚌埠建筑工程有限公司 | Sliding shoe for sliding steel net frame |
| CN110656703A (en) * | 2018-06-29 | 2020-01-07 | 上海宝冶集团有限公司 | Multifunctional sliding shoe sliding post-top construction device for non-track section |
| CN109505404A (en) * | 2018-11-30 | 2019-03-22 | 上海宝冶集团有限公司 | The intelligent recognition and restraint system of roof system deformation |
| CN109505404B (en) * | 2018-11-30 | 2021-01-19 | 上海宝冶集团有限公司 | Intelligent identification and restraint system for roof deformation |
| CN113338554A (en) * | 2021-05-31 | 2021-09-03 | 上海二十冶建设有限公司 | Manufacturing and using method of steel structure pushing sliding shoe |
| CN114592700A (en) * | 2022-02-28 | 2022-06-07 | 中建八局新型建造工程有限公司 | Auxiliary mounting and positioning device for steel structure roller type sliding shoes |
| CN114592700B (en) * | 2022-02-28 | 2023-12-08 | 中建八局新型建造工程有限公司 | Auxiliary installation positioning device for steel structure roller type sliding shoes |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102912990B (en) | 2015-04-22 |
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| CP01 | Change in the name or title of a patent holder |
Address after: 201999 room A, room 1325, Mudanjiang Road, Shanghai, Baoshan District, 403 Co-patentee after: MCC TIANGONG GROUP Corp.,Ltd. Patentee after: SHANGHAI ERSHIYE CONSTRUCTION Co.,Ltd. Address before: 201999 room A, room 1325, Mudanjiang Road, Shanghai, Baoshan District, 403 Co-patentee before: MCC TIANGONG GROUP Corp.,Ltd. Patentee before: SHANGHAI MCC13 CONSTRUCTION Co.,Ltd. Address after: 201999 room A, room 1325, Mudanjiang Road, Shanghai, Baoshan District, 403 Co-patentee after: MCC TIANGONG GROUP Corp.,Ltd. Patentee after: SHANGHAI MCC13 CONSTRUCTION Co.,Ltd. Address before: 201999 room A, room 1325, Mudanjiang Road, Shanghai, Baoshan District, 403 Co-patentee before: MCC TIANGONG GROUP Corp.,Ltd. Patentee before: CMTCC Shanghai 13th Construction Co.,Ltd. |
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| CP01 | Change in the name or title of a patent holder | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190701 Address after: Room A, Room 403, 1325 Mudanjiang Road, Baoshan District, Shanghai, 20199 Co-patentee after: CHINA MCC20 GROUP Corp.,Ltd. Patentee after: SHANGHAI ERSHIYE CONSTRUCTION Co.,Ltd. Address before: Room A, Room 403, 1325 Mudanjiang Road, Baoshan District, Shanghai, 20199 Co-patentee before: MCC TIANGONG GROUP Corp.,Ltd. Patentee before: SHANGHAI ERSHIYE CONSTRUCTION Co.,Ltd. |
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| TR01 | Transfer of patent right |