CN104358405B - The full hall pattern board supporting system of a kind of heavy duty - Google Patents
The full hall pattern board supporting system of a kind of heavy duty Download PDFInfo
- Publication number
- CN104358405B CN104358405B CN201410633064.5A CN201410633064A CN104358405B CN 104358405 B CN104358405 B CN 104358405B CN 201410633064 A CN201410633064 A CN 201410633064A CN 104358405 B CN104358405 B CN 104358405B
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- vertical rod
- slot
- plate
- horizon bar
- interface
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Abstract
The present invention provides a kind of heavy duty full hall pattern board supporting system, including many vertical rods and Duo Gen horizon bar；Vertical rod by having the steel pipe of certain length modulus, circular end plate, reinforcing sleeve, fixed slot, slip slot are constituted, circular end plate is fixed on steel pipe two ends, offers bolt hole in circular end plate；Reinforcing sleeve is welded in vertical rod and horizon bar junction；Fixed slot is welded on the side of reinforcing sleeve, and slip slot, between circular end plate and fixed slot, can slide along vertical rod；Fixed slot and slip slot all include four slots, and slot is circumferentially evenly arranged and corresponding up and down, for connecting four horizon bars of vertical and horizontal；Each horizon bar is made up of the plate of steel pipe, steel tube end part, and plate is welded in steel pipe two ends.Slot agrees with mutually with the plate of horizon bar end.The present invention have safe and reliable, set up advantage convenient, that bearing capacity is high.
Description
Technical field
The present invention relates to a kind of Construction of Civil Engineering temporary support structures, more particularly, it relates to a kind of Novel heavy is loaded with a pattern board supporting system.
Background technology
The capital construction of China is in the period of developing rapidly, and the scale of civil engineering is increasing, uses as the temporary support structures of auxiliary equipment and also gets more and more, is particularly applied to the heavily loaded temporary support structures of subway and bridge construction.In engineering, conventional temporary support structures has fastener type, bowl fastening type and spigot-and-socket three kinds at present.Above-mentioned three kinds of supporting structures in use, in place of exposing some shortcomings:
1) although fastener type steel pipe is set up and remove flexibly, but the bearing capacity of fastener quality and screw-down torque contacting piece formula steel pipe supporting structure has a significant impact, and actual application is difficult to control to fastener moment and quality, cause setting up defect, reducing structural bearing capacity, induction engineering accident happens occasionally；Secondly fastener node is easily lost, and adds construction cost；
2) bowl fastening type and spigot-and-socket steel pipe supporting structure connection stiffness relatively fastener type improve a lot, but its connection stiffness is the most weak, and the especially anti-bending bearing capacity of node is more weak；Local function is easily caused node region and produces serious being plastically deformed and cave in, and reduces durability and the security of component.
Summary of the invention
The present invention is directed to construct at present the deficiency of temporary support structures, it is desirable to provide a kind of safe and reliable, set up heavily loaded template supporting structure convenient, that bearing capacity is high.The technical scheme is that
The full hall pattern board supporting system of a kind of heavy duty, including many vertical rods 1, many horizon bars 2, adjustable base 3, adjustable jacks 4, adjustable base 3 is connected with the vertical rod being positioned at bottom, connected by docking between each vertical rod, it is connected at crossing place between vertical rod and the horizon bar 2 of different directions, adjustable jack 4 is connected with the vertical rod being positioned at top layer, thus forms the full hall pattern board supporting system of heavy duty；
Described vertical rod 1 is constituted by having the steel pipe of certain length modulus, circular end plate, reinforcing sleeve, fixed slot and slip slot, and circular end plate is fixed on steel pipe two ends, offers bolt hole in circular end plate；Reinforcing sleeve is welded in vertical rod and horizon bar junction；Fixed slot is welded on the side of reinforcing sleeve, and slip slot, between circular end plate and fixed slot, can slide along vertical rod；Fixed slot 13 includes four the first interfaces 16 being circumferentially evenly arranged, slip slot 14 includes four the second interfaces 17 being circumferentially evenly arranged, each first interface 16 is corresponding with second interface about 17, for connecting four horizon bars 2 of vertical and horizontal；
Each horizon bar is made up of the plate of steel pipe, steel tube end part, and plate is welded in steel pipe two ends；
The first described interface 16 agrees with mutually with the plate of the second interface 17 with horizon bar end, first interface 16 top of fixed slot is slightly wider than bottom, and bottom the second interface 17 of the slot that slides, it is slightly wider than top, the shape that narrow centre, two is wide made by plate, so that plate is pinned by corresponding first interface 16 and the second interface 17 on vertical.
Wherein, when docking between vertical rod with vertical rod, first adjacent pole tip circular end plate is docked, then utilize bolted-on together；When being connected between vertical rod with horizon bar, successively the plate of horizon bar end is inserted each first interface 16 of vertical rod fixed slot, then by slip slot to centerboard, plate is inserted each second interface 17 corresponding of slip slot, thus horizon bar and vertical rod are connected, form structural system.
The invention has the beneficial effects as follows:
1, in the present invention, connection connection stiffness between vertical rod and horizon bar is relatively big, effectively improves the resistance to overturning of structure, improves the utilization rate of material, reduce construction cost；
2, the present invention uses mechanical connection between vertical rod and horizon bar, set up quality and be prone to the naked eye check, can guarantee that the quality of setting up of structure, improve security.
3, in the present invention main node all as a part for component, it is to avoid loose mail lose, reduce construction cost.
4, in the present invention, coupling stiffness between vertical rod and horizon bar is bigger, it is possible to ensures the monolithic stability of structure, therefore need not set up bridging again, reduces and set up workload, improve and set up speed.
Accompanying drawing explanation
Fig. 1 is the vertical rod of the present invention；
Fig. 2 is the horizon bar of the present invention；
Fig. 3 is the connection diagram of vertical rod of the present invention and horizon bar；
Fig. 4 is the slot schematic diagram of the present invention
Fig. 5 is originally for invention vertical rod and the Flange joint schematic diagram of vertical rod
Fig. 6 is the adjustable base schematic diagram of the present invention；
Fig. 7 is the adjustable bracket schematic diagram of the present invention；
Fig. 8 is originally for invention vertical rod and the sleeve pipe connection diagram of vertical rod
Fig. 9 is the basic boom unit figure of the present invention.
In figure, 1 vertical rod, 11: ring flange, 12: reinforcing sleeve, 13: fixed slot, 14: movable slot, 15: bolt, 16: the first interfaces, 17: the second interfaces, 2: horizon bar, 21: two-way plug, 3: adjustable base chute, 31: handle, 32: base plate, 4: adjustable bracket, 9: connect sleeve pipe.
Detailed description of the invention
The component and fittings such as vertical rod in the present invention, horizon bar, adjustable jack, adjustable base are all produced in batches in factory.Steel pipe used in the present invention be mainly vertical masonry joint electric welded steel pipe or, material is Q235 steel, and steel pipe specification is P48.3 × 3.6；Sleeve pipe specification at vertical rod node is P58.3 × 5；Fixed slot and slip slot in vertical rod use steel-casting.
The manufacturing process of slot completes in factory, produces mould according to the slot size shape of design, melts metal, casts out component, be finally processed the making of slot after casting mold.
Engineering carries out vertical rod and adds man-hour, first processing pole tip circular end plate, and the thickness of end plate is 10mm, a diameter of 80mm, at the bolt hole being uniformly arranged 4 a diameter of 10mm at edge 15mm；Then by the steel pipe of P48.3 × 3.6 according to certain modulus fixed length cutting vertical rod；In vertical rod and horizon bar junction, overlap P58.3 × 5 sleeve pipe of a length of 120mm, by weld seam, sleeve pipe is welded together with vertical rod；Then fixed slot slides to sleeve pipe side, and the edge of sleeve pipe remains basically stable with the edge of fixed slot, slightly stays weld seam space, fixed slot is connected together with Socket welding by weld seam；Then slip slot is slided to the other end of sleeve pipe；Finally the circular end plate processed is welded to the two ends of vertical rod, forms the vertical rod of heavy duty template supporting structure.
As in figure 2 it is shown, horizon bar 2 two ends solder plug 21.Plug 21 is formed by steel plate rolling, can insert two slots up and down.It is narrower that plug 21 can be designed to middle wide both sides, is easier to insert the interface on slot.
As it is shown on figure 3, vertical rod 1 with horizon bar 2 connect through the plug 21 being welded on horizon bar 2 and the fixed slot 14 being welded in vertical rod 1 and slip slot 13 realizes.Uniform 4 the second through interfaces 17 of surrounding of fixed slot 14, horizon bar can be connected with vertical rod at four direction.Interface is wide at the top and narrow at the bottom, it is simple to plug is locked after inserting.The structure of slip slot 13 is identical with fixed slot 14, but slip slot 13 is not weldingly fixed in vertical rod 1, but can move up and down along rod member.During the connection of horizon bar and vertical rod, first the plug 21 being welded on horizon bar 2 end is downwardly into the second interface 17 of fixed slot 14, and strikes tightly with hammer.After the plug 21 of all directions horizon bar 2 is inserted the second interface 17 of fixed slot 14, with hammer slip slot 13, the first interface 16 on slip slot 13 is accessed from top plug 21, thus plug 21 is tightly clasped by fixed slot 14 and slip slot about 13, can preferably transmit power and moment of flexure, joint rigidity is strengthened, thus adds the stability of structure.The part that the dismounting of slot and plug has only to run through the first interface 16,17 with hammer plug 21 is the most permissible, the easiest.
As shown in Figure 4, during vertical rod docking, first the circular end plate 11 of pole tip is alignd, be bolted together with 8 two end plates of four bolts, it is achieved vertical rod and the connection of vertical rod.Additionally, vertical rod can also be by the sleeve connection shown in Fig. 8 with the connection between vertical rod.Described sleeve connection is to process straight thread at the two ends of vertical rod 1, and the inner side of supporting branch sleeve 9 is also threaded, and the end of two vertical rods is tightened branch sleeve 9 respectively and just completes the connection of two vertical rods.If long being not easy to rotates in vertical rod, branch sleeve 9 the most all can be screwed on the lengthening screw thread of a vertical rod, then unscrewed enters another root vertical rod.
As shown in Figure 5 and Figure 6, bottom vertical rod 1 and top can be respectively equipped with adjustable base 3 and adjustable bracket 4.Adjustable base 3 is made up of screw rod, handle 31 and base plate 32.Screw rod one end is inserted in vertical rod, and the other end stands on base plate, with handle regulation height.Adjustable bracket 4 is made up of screw rod, handle and top board.Screw rod lower end is inserted in vertical rod, and upper end connects top board.A steel pipe can be overlapped in the junction of bolt and vertical rod, to increase the intensity of junction.
Docked with vertical rod by above-mentioned vertical rod, dock between horizon bar and horizon bar, connection, vertical rod and adjustable jack, vertical rod and adjustable base between horizon bar and vertical rod, heavy duty template supporting structure can be formed.
Claims (2)
1. the full hall pattern board supporting system of heavy duty, including many vertical rods (1), many horizon bars (2), adjustable base (3), adjustable jacks (4), adjustable base (3) is connected with the vertical rod being positioned at bottom, connected by docking between each vertical rod, it is connected at crossing place between vertical rod and the horizon bar (2) of different directions, adjustable jack (4) is connected with the vertical rod being positioned at top layer, thus forms the full hall pattern board supporting system of heavy duty；
Described vertical rod (1) is constituted by having the steel pipe of certain length modulus, circular end plate, reinforcing sleeve, fixed slot and slip slot, and circular end plate is fixed on steel pipe two ends, offers bolt hole in circular end plate；Reinforcing sleeve is welded in vertical rod and horizon bar junction；Fixed slot is welded on the side of reinforcing sleeve, and slip slot, between circular end plate and fixed slot, can slide along vertical rod；Fixed slot (13) includes four the first interfaces (16) being circumferentially evenly arranged, slip slot (14) includes four the second interfaces (17) being circumferentially evenly arranged, each first interface (16) is the most corresponding with second interface (17), for connecting four horizon bars (2) of vertical and horizontal；
Each horizon bar is made up of the plate of steel pipe, steel tube end part, and plate is welded in steel pipe two ends；
Described the first interface (16) agrees with mutually with the plate of the second interface (17) with horizon bar end, first interface (16) top of fixed slot is slightly wider than bottom, and the second interface (17) bottom of the slot that slides is slightly wider than top, the shape that narrow centre, two is wide made by plate, so that plate is pinned by corresponding first interface (16) and the second interface (17) on vertical.
The full hall pattern board supporting system of heavy duty the most according to claim 1, it is characterised in that when docking between vertical rod with vertical rod, first adjacent pole tip circular end plate is docked, then utilize bolted-on together；When being connected between vertical rod with horizon bar, successively the plate of horizon bar end is inserted each first interface (16) of vertical rod fixed slot, then by slip slot to centerboard, plate is inserted each second interface (17) corresponding of slip slot, thus horizon bar and vertical rod are connected, form structural system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410633064.5A CN104358405B (en) | 2014-11-11 | 2014-11-11 | The full hall pattern board supporting system of a kind of heavy duty |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410633064.5A CN104358405B (en) | 2014-11-11 | 2014-11-11 | The full hall pattern board supporting system of a kind of heavy duty |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104358405A CN104358405A (en) | 2015-02-18 |
| CN104358405B true CN104358405B (en) | 2016-08-24 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201410633064.5A Expired - Fee Related CN104358405B (en) | 2014-11-11 | 2014-11-11 | The full hall pattern board supporting system of a kind of heavy duty |
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Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106499169A (en) * | 2016-12-02 | 2017-03-15 | 枣庄度秘信息科技有限公司 | A kind of hydraulic engineering means for fastening scaffolding |
| CN107605148A (en) * | 2017-09-22 | 2018-01-19 | 中建八局第二建设有限公司 | A kind of building intellectualization combines mounting bracket |
| CN109372010B (en) * | 2018-11-23 | 2020-11-20 | 山东理工昊明新能源有限公司 | Special reinforcing base for photovoltaic power generation system and manufacturing method thereof |
| CN114150692A (en) * | 2021-12-16 | 2022-03-08 | 广东省水利水电第三工程局有限公司 | Construction method for transverse connection of steel pipes of lattice type steel pipe piles in water |
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| JPS633754U (en) * | 1986-06-25 | 1988-01-11 | ||
| US5560730A (en) * | 1993-12-17 | 1996-10-01 | Scaffold Connection Corporation | Scaffold system |
| CN2241726Y (en) * | 1995-12-26 | 1996-12-04 | 刘晓斌 | Adjustable heavy duty door-type scaffold |
| CN101736896A (en) * | 2009-12-09 | 2010-06-16 | 北京卓良模板有限公司 | cross-plate scaffold |
| CN201554221U (en) * | 2009-11-02 | 2010-08-18 | 白铁军 | Quick connecting part |
| CN201671318U (en) * | 2010-04-30 | 2010-12-15 | 福建工程学院 | Vertical tenon and cross mortise socket-fastening connecting scaffold |
| CN201722917U (en) * | 2010-08-02 | 2011-01-26 | 重庆甲诚建筑材料有限公司 | Bidirectional quick installing or dismounting wedge form wedge form dovetail connecting structure |
| CN201771172U (en) * | 2010-09-10 | 2011-03-23 | 刘辉 | Support rack or scaffold |
| CN103195237A (en) * | 2013-03-29 | 2013-07-10 | 朱新伟 | Wedge-caulking type cross fastener and sliding sleeve thereof |
| CN203230163U (en) * | 2013-05-08 | 2013-10-09 | 朱新伟 | Full space support frame system |
| CN203755646U (en) * | 2014-02-21 | 2014-08-06 | 安徽众凯架业有限责任公司 | Adjustable scaffold mounting structure |
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2014
- 2014-11-11 CN CN201410633064.5A patent/CN104358405B/en not_active Expired - Fee Related
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS633754U (en) * | 1986-06-25 | 1988-01-11 | ||
| US5560730A (en) * | 1993-12-17 | 1996-10-01 | Scaffold Connection Corporation | Scaffold system |
| CN2241726Y (en) * | 1995-12-26 | 1996-12-04 | 刘晓斌 | Adjustable heavy duty door-type scaffold |
| CN201554221U (en) * | 2009-11-02 | 2010-08-18 | 白铁军 | Quick connecting part |
| CN101736896A (en) * | 2009-12-09 | 2010-06-16 | 北京卓良模板有限公司 | cross-plate scaffold |
| CN201671318U (en) * | 2010-04-30 | 2010-12-15 | 福建工程学院 | Vertical tenon and cross mortise socket-fastening connecting scaffold |
| CN201722917U (en) * | 2010-08-02 | 2011-01-26 | 重庆甲诚建筑材料有限公司 | Bidirectional quick installing or dismounting wedge form wedge form dovetail connecting structure |
| CN201771172U (en) * | 2010-09-10 | 2011-03-23 | 刘辉 | Support rack or scaffold |
| CN103195237A (en) * | 2013-03-29 | 2013-07-10 | 朱新伟 | Wedge-caulking type cross fastener and sliding sleeve thereof |
| CN203230163U (en) * | 2013-05-08 | 2013-10-09 | 朱新伟 | Full space support frame system |
| CN203755646U (en) * | 2014-02-21 | 2014-08-06 | 安徽众凯架业有限责任公司 | Adjustable scaffold mounting structure |
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| CN104358405A (en) | 2015-02-18 |
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Granted publication date: 20160824 Termination date: 20201111 |