CN110565968A - Long-span truss construction sliding support self-dispersion auxiliary device - Google Patents
Long-span truss construction sliding support self-dispersion auxiliary device Download PDFInfo
- Publication number
- CN110565968A CN110565968A CN201910839735.6A CN201910839735A CN110565968A CN 110565968 A CN110565968 A CN 110565968A CN 201910839735 A CN201910839735 A CN 201910839735A CN 110565968 A CN110565968 A CN 110565968A
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- Prior art keywords
- short column
- truss
- short
- circular
- construction
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- 238000010276 construction Methods 0.000 title claims abstract description 25
- 239000006185 dispersion Substances 0.000 title abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 26
- 239000010959 steel Substances 0.000 claims abstract description 26
- 238000003466 welding Methods 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract description 7
- 239000011248 coating agent Substances 0.000 abstract description 2
- 238000000576 coating method Methods 0.000 abstract description 2
- 238000009434 installation Methods 0.000 abstract description 2
- 230000002349 favourable effect Effects 0.000 abstract 1
- 238000012856 packing Methods 0.000 abstract 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/162—Handles to carry construction blocks
Abstract
The invention belongs to the field of large-span structure construction auxiliary components, and relates to a large-span truss construction sliding support self-dispersion auxiliary device, which comprises: two semi-circular short columns, short column splicing plates, circular steel plates, bolts and rubber gaskets; two semicircle short columns pass through short column splice plate, bolted connection constitution a circle short column, dismantle after the truss support is accomplished to circle short column, can directly unload a semicircle short column of slip direction one side after demolising the bolt, unload behind a semicircle short column, the truss does not use jack jacking alright directly slide, the top of circle short column is the circular arc steel sheet, passes through welded connection between circular arc steel sheet and the circle short column, circular arc steel sheet top is fixed with the rubber packing piece. The device dismouting is convenient, easy operation construction convenience, and simultaneously, the rubber gasket can effectually play the guard action to the japanning on truss surface when being under construction, can avoid causing the mar to the truss surface at installation and the in-process that slides, is favorable to the protection of truss surface anticorrosive coating.
Description
Technical Field
The invention belongs to the field of large-span structure construction auxiliary components, and particularly relates to a sliding support self-dispersion auxiliary device for large-span truss construction.
Background
In the construction process of the large-span complex steel structure, although the steel truss has the characteristic of high strength, buckling is easy to occur if the steel truss does not have the effect of a supporting structure in the assembling process. In order to ensure the structural integrity of the truss, the truss must be supported temporarily and permanently in the assembling and positioning process and after positioning, and the temporary support has the function of ensuring that the truss can bear the dead weight, wind load during construction and other temporary construction loads. With the progress of the technology, patent CN208310248U proposes an adjustable assembling jig, which can adjust the supporting height to adapt to trusses of different shapes and sizes, but does not consider the influence of the direct contact with the trusses when the steel pipe short column is supported on the assembling process.
The traditional mode of large-span truss construction is that the contact part of the assembled jig frame column top and the truss adopts a steel pipe short column to directly contact with the lower chord of the truss, the steel pipe short column is an arc-shaped notch, and the lower chord of the truss is directly placed on the steel pipe short column. In the process of assembling the truss, although the traditional steel pipe short column can support the truss, the truss can slide after being assembled by using a jack, and a space is reserved for placing the jack before the truss is assembled, so that time and labor are wasted, and the construction cost is increased.
Disclosure of Invention
The invention aims to provide a large-span truss construction sliding support self-dispersing auxiliary device which can facilitate direct sliding of a truss after assembly, enhance the friction force of a contact part and reduce the steel consumption of a support structure.
The technical scheme of the invention is as follows: the device is by two semicircle short columns, short column splice plate, the circular arc steel sheet, the bolt, the rubber gasket is constituteed, two semicircle short columns pass through short column splice plate, a round short column of bolted connection constitution, dismantle after the truss support is accomplished to the round short column, can directly unload a semicircle short column of slip direction one side after demolising the bolt, the truss does not use jack jacking alright directly slide, the top of round short column is the circular arc steel sheet, pass through welded connection between circular arc steel sheet and the round short column, circular arc steel sheet top is fixed with the rubber gasket.
Preferably, after the semi-circular short column on one side of the sliding direction is detached, the truss can directly slide without being jacked up by a jack, and the short column on the other side does not influence sliding and can not be detached.
Preferably, the length of the stub splice plate of the disassembled part is greater than that of the stub splice plate of the non-disassembled part.
Preferably, the apparatus is capable of reducing the calculated length of the support structure and improving its stability, while reducing the amount of steel used for the columns and support structure.
The invention has the beneficial effects that: the round short column is disassembled after the truss support is completed, a semi-circular short column on one side of the sliding direction can be directly disassembled after the bolt is disassembled, after the semi-circular short column is disassembled, the truss can be directly slid without being jacked by a jack, the operation is simple, the construction is convenient, meanwhile, the rubber gasket can effectively play a role in protecting the painting on the surface of the truss during construction, scratches and extrusion damage to the surface of the truss can be avoided in the installation and sliding processes, and the protection of an anticorrosive coating on the surface of the truss is facilitated.
Drawings
FIG. 1 is a schematic plan view of the apparatus of the present invention.
FIG. 2 is an exploded plan view of the apparatus of the present invention.
FIG. 3 is a schematic cross-sectional view of the sliding side of the device of the present invention.
FIG. 4 is a schematic view of the whole sliding construction of the device of the present invention.
Detailed Description
The invention is further illustrated by the following examples in conjunction with the accompanying drawings.
Examples
As shown in fig. 4, the overall schematic diagram of the slippage construction of the device of the invention comprises a truss A, a slippage track B, a concrete column C, an assembling platform D and a slippage supporting self-dispersing auxiliary device E for the construction of a large-span truss; a self-dispersing auxiliary device for sliding support in large-span truss construction comprises a rubber gasket 1, an arc steel plate 2, a non-sliding side semi-arc short column 3, a sliding side semi-arc short column 4, a non-sliding side short column splice plate 5, a sliding side short column splice plate 6 and a bolt 7; holes are reserved on the non-slip side short-circular-arc short column splicing plates 5 and the slip side short-circular-arc short columns 6, and the non-slip side half-circular-arc short columns 3 and the slip side half-circular-arc short columns 4 are connected into a circular short column through bolts 7; welding an arc steel plate 2 at the arc gap, and sealing the upper opening of the steel pipe column; a rubber gasket 1 is fixed on the arc steel plate 2.
Claims (4)
1. The utility model provides a stride truss construction greatly support of sliding from auxiliary device that looses which characterized in that: the device comprises two semicircle short columns, short column splice plates, circular arc steel plates, bolts and rubber gaskets, wherein the top of each semicircle short column is a circular arc steel plate, the circular arc steel plates are connected with the short columns through welding, and the rubber gaskets are fixed at the tops of the circular arc steel plates.
2. The large-span truss construction sliding support self-loosening device as claimed in claim 1, wherein: the holes are reserved on the vertical contact splicing plate parts of the two semi-circular short columns, the two semi-circular short columns are connected through bolts to form a short column, and the short column plays a role in temporary support for the large-span truss adopting sliding construction.
3. The large-span truss construction sliding support self-loosening device as claimed in claim 1, wherein: the truss is disassembled after the round short column is supported, after a semi-circular short column on one side of the sliding direction is disassembled, the truss can be directly slid without being jacked up by a jack, and the short column on the other side does not influence sliding and can not be disassembled.
4. The large-span truss construction sliding support self-loosening device as claimed in claim 1, wherein: the length of the short column splice plate of the disassembled part is larger than that of the short column splice plate of the non-disassembled part.
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910839735.6A CN110565968A (en) | 2019-09-06 | 2019-09-06 | Long-span truss construction sliding support self-dispersion auxiliary device |
PCT/CN2020/095302 WO2021042795A1 (en) | 2019-09-06 | 2020-06-10 | Sliding support self-removal auxiliary device for construction of large-span truss |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910839735.6A CN110565968A (en) | 2019-09-06 | 2019-09-06 | Long-span truss construction sliding support self-dispersion auxiliary device |
Publications (1)
Publication Number | Publication Date |
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CN110565968A true CN110565968A (en) | 2019-12-13 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201910839735.6A Pending CN110565968A (en) | 2019-09-06 | 2019-09-06 | Long-span truss construction sliding support self-dispersion auxiliary device |
Country Status (2)
Country | Link |
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CN (1) | CN110565968A (en) |
WO (1) | WO2021042795A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2021042795A1 (en) * | 2019-09-06 | 2021-03-11 | 青岛理工大学 | Sliding support self-removal auxiliary device for construction of large-span truss |
Citations (7)
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CN203034821U (en) * | 2012-11-14 | 2013-07-03 | 中冶天工集团有限公司 | Large-span arched inverted-triangular pipe truss assembly integral mould |
CN105421771A (en) * | 2015-09-30 | 2016-03-23 | 浙江精工钢结构集团有限公司 | Accumulated slip construction method for unequal-elevation string truss with columns |
CN105484506A (en) * | 2015-12-14 | 2016-04-13 | 中国一冶集团有限公司 | Universal adjustable space truss splicing device and using method thereof |
WO2017121315A1 (en) * | 2016-01-12 | 2017-07-20 | 广州机施建设集团有限公司 | Construction method for building truss and floor slab |
CN206396905U (en) * | 2016-10-30 | 2017-08-11 | 中冶华天工程技术有限公司 | A kind of across cylindrical reticulated shell structure integral slipping construction servicing unit of symmetrical doubly-linked |
CN208702174U (en) * | 2018-08-31 | 2019-04-05 | 中冶建工集团有限公司 | A kind of Node In Large-span Pipe Truss roof truss air translation mounting bracket system |
CN212535118U (en) * | 2019-09-06 | 2021-02-12 | 青岛理工大学 | Long-span truss construction sliding support self-dispersion auxiliary device |
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US4801119A (en) * | 1988-05-23 | 1989-01-31 | Pelletier Ralph W | Awning support for recreational vehicles |
JP2001207551A (en) * | 2000-01-31 | 2001-08-03 | Tomoe Corp | Method and device for constructing roof structure |
JP5080754B2 (en) * | 2006-06-29 | 2012-11-21 | 株式会社竹中工務店 | Method for assembling long material and assembly jig used in the method |
CN103821376B (en) * | 2014-02-28 | 2016-04-20 | 中天建设集团有限公司 | Single-layer latticed shell high-altitude oblique rail accumulation slippage construction |
CN103866987B (en) * | 2014-03-26 | 2016-07-06 | 安徽杭萧钢结构有限公司 | The method that jig structure described in a kind of truss assembling jig structure and application carries out truss assembling |
CN104878941A (en) * | 2015-06-08 | 2015-09-02 | 广西建工集团第五建筑工程有限责任公司 | Height-adjustable steelwork assembly jig frame |
CN205036104U (en) * | 2015-07-06 | 2016-02-17 | 中建钢构有限公司 | Steel structure support structure with adjustable |
CN205012672U (en) * | 2015-09-29 | 2016-02-03 | 上海宝冶集团有限公司 | Uninstallation of large -scale steel construction is with three -dimensional multidirectional plane slidable hourglass |
CN110565968A (en) * | 2019-09-06 | 2019-12-13 | 青岛理工大学 | Long-span truss construction sliding support self-dispersion auxiliary device |
-
2019
- 2019-09-06 CN CN201910839735.6A patent/CN110565968A/en active Pending
-
2020
- 2020-06-10 WO PCT/CN2020/095302 patent/WO2021042795A1/en active Application Filing
Patent Citations (7)
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---|---|---|---|---|
CN203034821U (en) * | 2012-11-14 | 2013-07-03 | 中冶天工集团有限公司 | Large-span arched inverted-triangular pipe truss assembly integral mould |
CN105421771A (en) * | 2015-09-30 | 2016-03-23 | 浙江精工钢结构集团有限公司 | Accumulated slip construction method for unequal-elevation string truss with columns |
CN105484506A (en) * | 2015-12-14 | 2016-04-13 | 中国一冶集团有限公司 | Universal adjustable space truss splicing device and using method thereof |
WO2017121315A1 (en) * | 2016-01-12 | 2017-07-20 | 广州机施建设集团有限公司 | Construction method for building truss and floor slab |
CN206396905U (en) * | 2016-10-30 | 2017-08-11 | 中冶华天工程技术有限公司 | A kind of across cylindrical reticulated shell structure integral slipping construction servicing unit of symmetrical doubly-linked |
CN208702174U (en) * | 2018-08-31 | 2019-04-05 | 中冶建工集团有限公司 | A kind of Node In Large-span Pipe Truss roof truss air translation mounting bracket system |
CN212535118U (en) * | 2019-09-06 | 2021-02-12 | 青岛理工大学 | Long-span truss construction sliding support self-dispersion auxiliary device |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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WO2021042795A1 (en) * | 2019-09-06 | 2021-03-11 | 青岛理工大学 | Sliding support self-removal auxiliary device for construction of large-span truss |
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WO2021042795A1 (en) | 2021-03-11 |
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