CN201850651U - Net rack support - Google Patents
Net rack support Download PDFInfo
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- CN201850651U CN201850651U CN2010206204122U CN201020620412U CN201850651U CN 201850651 U CN201850651 U CN 201850651U CN 2010206204122 U CN2010206204122 U CN 2010206204122U CN 201020620412 U CN201020620412 U CN 201020620412U CN 201850651 U CN201850651 U CN 201850651U
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- embedded steel
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Abstract
The utility model discloses a net rack support, which belongs to the technical field of net rack structure buildings, and comprises a support body and a mounting and fixing component, wherein the support body mainly includes a support ball, a support rib plate and a support bottom plate, and the mounting and fixing component mainly includes an embedded steel plate, an anchor bolt and a nut. A through hole is arranged on the support bottom plate; a rubber mat is arranged between the embedded steel plate and the support bottom plate; a support baffle plate is arranged on the embedded steel plate; a distance a is reserved between the support baffle plate and a lateral surface of the support bottom plate adjacent to the support baffle plate; the radius of the through hole is not smaller than the sum of the distance a and the radius of the anchor bolt; a nut pad is mounted between the through hole and the nut; the diameter of the cross section of the nut pad or the diameter of an inscribed circle of the nut pad is larger than that of the through hole; and the nut pad is provided with a through hole for the anchor bolt to penetrate through. The net rack support is used for solving the problems of economy and safety caused by excessive horizontal force bearing of a net rack support in a large-span net rack structure.
Description
Technical field
The utility model belongs to the space truss structure technical field of buildings, is specifically related to a kind of rack bearing.
Background technology
The rack neoprene bearing not only can make structural bearings obtain enough bearing capacities under the situation that excessive vertical compressive strain do not occur, and the rubber mat plate better elastic also can produce bigger shear strain, therefore rotation requirement that both can adaptive mess structural bearings node, can adapt to the bearing node again because the horizontal movement that variation of temperature and geological process produce, and the material good and economic, therefore the rack for large span generally all adopts neoprene bearing to discharge bigger counter-force.But, for the bigger structure of horizontal force, even considered the elastic stiffness of neoprene bearing, its horizontal force still is considerable, this horizontal force have to be born by the lower support structure, has improved material and performance demands to the lower support structure, thereby has influenced the economy of lower support structure, even the release that horizontal force can the occur phenomenon that causes substructure to be destroyed, have influence on the safety of structure.
Summary of the invention
In order to overcome above-mentioned the deficiencies in the prior art part, the utility model provides a kind of rack bearing that can move in limited field, make structure can consider that the elastic stiffness of neoprene bearing can move again within the specific limits, the rack bearing horizontal force that solves the large span grid structure bears excessive and economy and safety issue that cause.
The utility model is achieved by the following technical solution: a kind of rack bearing comprises a seat body of mainly being made up of bearing ball, bearing gusset and base-plate, and mainly installs and fixes assembly by what pre-embedded steel slab, crab-bolt and nut were formed; Described bearing ball bottom is fixedly connected on the described base-plate by a plurality of described bearing gussets, through hole is arranged on the base-plate, described crab-bolt is vertically passed described through hole and described pre-embedded steel slab, the bottom of crab-bolt is fixed in the lower support structure, the top of described crab-bolt is connected on the described base-plate by described nut, crab-bolt and described pre-embedded steel slab weld together, described pre-embedded steel slab is fixed on the upper surface of described lower support structure, and the bottom of pre-embedded steel slab is fixed with shear key; Be provided with rubber pad between described pre-embedded steel slab and the described base-plate, the through hole that passes for described crab-bolt is arranged on the rubber pad, the bearing baffle plate is arranged on the described pre-embedded steel slab, leave apart from a between the side of bearing baffle plate and adjacent base-plate, the radius of described through hole is not less than the radius sum apart from a and described crab-bolt, between described through hole and the described nut nut cushion block is housed, the diameter of nut cushion block cross section or inscribed circle diameter have the through hole that passes for described crab-bolt greater than the diameter of through hole on the described nut cushion block.
Between described bearing baffle plate and the described pre-embedded steel slab a plurality of gussets are arranged, the height of gusset is not more than the height of described rubber pad.
The periphery of described rubber pad is provided with the rubber stop block.
The beneficial effects of the utility model are:
1, strengthened the through hole on the base-plate, bearing has had mobile space, can consider that the elastic stiffness of neoprene bearing can move again within the specific limits, thereby the horizontal force that bearing is born obtains bigger buffering and release, has increased safety.
2, the buffering of horizontal force and release can make the economy of lower support structure greatly increase, and have reduced the total cost of engineering.
3, be suitable for the support style of the big space truss structure of various horizontal forces.
4, method is simple, has good economic benefit and popularizing value.
Description of drawings
With embodiment the utility model is further specified with reference to the accompanying drawings below.
Fig. 1 is the utility model structural representation.
Fig. 2 is the A-A sectional view of Fig. 1.
Among the figure, 1, the bearing ball, 2, the bearing gusset, 3, the nut cushion block, 4, base-plate, 41, through hole, 5, pre-embedded steel slab, 51, the bearing baffle plate, 52, shear key, 53, gusset, 6, lower support structure, 7, crab-bolt, 71, nut, 8, rubber pad, 81, the rubber stop block.
The specific embodiment
A kind of rack bearing as shown in Figure 1 and Figure 2 comprises a seat body of mainly being made up of bearing ball 1, bearing gusset 2 and base-plate 4, and mainly installs and fixes assembly by what pre-embedded steel slab 5, crab-bolt 7 and nut 71 were formed; Described bearing ball 1 bottom is fixedly connected on the described base-plate 4 by a plurality of described bearing gussets 2, through hole 41 is arranged on the base-plate 4, described crab-bolt 7 is vertically passed described through hole 41 and described pre-embedded steel slab 5, the bottom of crab-bolt 7 is fixed in the lower support structure 6, the top of described crab-bolt 7 is connected on the described base-plate 4 by described nut 71, crab-bolt 7 welds together with described pre-embedded steel slab 5, described pre-embedded steel slab 5 is fixed on the upper surface of described lower support structure 6, and the bottom of pre-embedded steel slab 5 is fixed with shear key 52; Be provided with rubber pad 8 between described pre-embedded steel slab 5 and the described base-plate 4, the through hole that passes for described crab-bolt 7 is arranged on the rubber pad 8, on the described pre-embedded steel slab 5 bearing baffle plate 51 is arranged, leave apart from a between the side of bearing baffle plate 51 and adjacent base-plate 4, this be structure movably apart from a, it is determined under the prerequisite of having considered caoutchouc elasticity rigidity according to designing and calculating.The radius of described through hole 41 is not less than the radius sum apart from a and described crab-bolt 7, and when touching bearing baffle plate 51 with assurance base-plate 4, crab-bolt 7 is not born horizontal force.When bearing moves to bearing baffle plate 51, just reached movably extreme position of structure design, the horizontal force after discharge this moment promptly passes to the lower support structure by the bearing plate washer by built-in fitting and shear key.
Between through hole 41 on the described base-plate 4 and the described nut 71 nut cushion block 3 is housed, nut cushion block 3 and the compacting of base-plate upper surface need not welding, get final product with double nut is fixing.The shape of nut cushion block 3 can be a cube, the inscribed circle diameter of its cross section is greater than the diameter of through hole 41, the shape of nut cushion block 3 also can be a cylinder, and the diameter of its cross section has the through hole that passes for described crab-bolt 7 greater than the diameter of through hole 41 on the described nut cushion block 3.
A plurality of gussets 53 are arranged between described bearing baffle plate 51 and the described pre-embedded steel slab 5, strengthened the stability of bearing baffle plate 51, the height of bearing gusset 53 is not more than the height of described rubber pad 8.
The periphery of described rubber pad 8 is provided with rubber stop block 81, and rubber pad 8 is shielded.
Claims (3)
1. rack bearing comprises a seat body of mainly being made up of bearing ball (1), bearing gusset (2) and base-plate (4), and mainly installs and fixes assembly by what pre-embedded steel slab (5), crab-bolt (7) and nut (71) were formed; Described bearing ball (1) bottom is fixedly connected on the described base-plate (4) by a plurality of described bearing gussets (2), through hole (41) is arranged on the base-plate (4), described crab-bolt (7) is vertically passed described through hole (41) and described pre-embedded steel slab (5), the bottom of crab-bolt (7) is fixed in the lower support structure (6), the top of described crab-bolt (7) is connected on the described base-plate (4) by described nut (71), crab-bolt (7) welds together with described pre-embedded steel slab (5), described pre-embedded steel slab (5) is fixed on the upper surface of described lower support structure (6), and the bottom of pre-embedded steel slab (5) is fixed with shear key (52); Be provided with rubber pad (8) between described pre-embedded steel slab (5) and the described base-plate (4), the through hole that passes for described crab-bolt (7) is arranged on the rubber pad (8), it is characterized in that: bearing baffle plate (51) is arranged on the described pre-embedded steel slab (5), leave apart from a between the side of bearing baffle plate (51) and adjacent base-plate (4), the radius of described through hole (41) is not less than the radius sum apart from a and described crab-bolt (7), between described through hole (41) and the described nut (71) nut cushion block (3) is housed, the diameter of nut cushion block (3) cross section or inscribed circle diameter have the through hole that passes for described crab-bolt (7) greater than the diameter of through hole (41) on the described nut cushion block (3).
2. rack bearing according to claim 1 is characterized in that: between described bearing baffle plate (51) and the described pre-embedded steel slab (5) a plurality of gussets (53) are arranged, the height of gusset (53) is not more than the height of described rubber pad (8).
3. rack bearing according to claim 1 and 2 is characterized in that: the periphery of described rubber pad (8) is provided with rubber stop block (81).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206204122U CN201850651U (en) | 2010-11-24 | 2010-11-24 | Net rack support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206204122U CN201850651U (en) | 2010-11-24 | 2010-11-24 | Net rack support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201850651U true CN201850651U (en) | 2011-06-01 |
Family
ID=44093050
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206204122U Expired - Fee Related CN201850651U (en) | 2010-11-24 | 2010-11-24 | Net rack support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201850651U (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102660996A (en) * | 2012-05-29 | 2012-09-12 | 广西建工集团第五建筑工程有限责任公司 | Multilevel multi-curve single-layer welding ball steel structure net rack and construction method thereof |
| CN102661000A (en) * | 2012-05-29 | 2012-09-12 | 广西建工集团第五建筑工程有限责任公司 | Elastic support for single-layer multi-camber steel-structured net rack with single-layer welded balls |
| CN102900152A (en) * | 2012-10-19 | 2013-01-30 | 常州第一建筑集团有限公司 | Net rack plate type rotating support |
| CN103774752A (en) * | 2014-01-16 | 2014-05-07 | 山东杭萧钢构有限公司 | Steel pipe truss hinging node device |
| CN103835303A (en) * | 2012-11-20 | 2014-06-04 | 贵阳铝镁设计研究院有限公司 | Shear resisting method and structure for cast-in-place reinforced concrete |
| CN105041332A (en) * | 2015-07-13 | 2015-11-11 | 三峡大学 | Grid lining structure for tunnels and mounting method thereof |
| CN105298124A (en) * | 2015-10-10 | 2016-02-03 | 中国建筑第八工程局有限公司 | Large-span double-curved-surface tree-shadow-shaped ceiling structure and construction method thereof |
| CN105625581A (en) * | 2014-10-28 | 2016-06-01 | 五冶集团上海有限公司 | Bearer for gliding reticulated shell |
| CN105975714A (en) * | 2016-05-23 | 2016-09-28 | 北京建筑大学 | Calculation method of net rack support bearing capacity |
| CN106400971A (en) * | 2016-06-22 | 2017-02-15 | 北京中建建筑设计院有限公司 | Novel combined flat plate hinged support |
| CN107555317A (en) * | 2017-09-18 | 2018-01-09 | 中国十七冶集团有限公司 | A kind of fixed cable tumbler and its construction method |
| CN107642035A (en) * | 2017-10-31 | 2018-01-30 | 中铁第四勘察设计院集团有限公司 | A kind of bearing embedded board for large-tonnage support grouting |
| CN110284602A (en) * | 2019-06-14 | 2019-09-27 | 中机国能电力工程有限公司 | It is a kind of heavy type large-span truss unidirectionally slide rubber support |
-
2010
- 2010-11-24 CN CN2010206204122U patent/CN201850651U/en not_active Expired - Fee Related
Cited By (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102660996A (en) * | 2012-05-29 | 2012-09-12 | 广西建工集团第五建筑工程有限责任公司 | Multilevel multi-curve single-layer welding ball steel structure net rack and construction method thereof |
| CN102661000A (en) * | 2012-05-29 | 2012-09-12 | 广西建工集团第五建筑工程有限责任公司 | Elastic support for single-layer multi-camber steel-structured net rack with single-layer welded balls |
| CN102661000B (en) * | 2012-05-29 | 2014-04-30 | 广西建工集团第五建筑工程有限责任公司 | Elastic support for single-layer multi-camber steel-structured net rack with single-layer welded balls |
| CN102660996B (en) * | 2012-05-29 | 2014-05-14 | 广西建工集团第五建筑工程有限责任公司 | Multilevel multi-curve single-layer welding ball steel structure net rack and construction method thereof |
| CN102900152A (en) * | 2012-10-19 | 2013-01-30 | 常州第一建筑集团有限公司 | Net rack plate type rotating support |
| CN102900152B (en) * | 2012-10-19 | 2014-09-03 | 常州第一建筑集团有限公司 | Net rack plate type rotating support |
| CN103835303B (en) * | 2012-11-20 | 2016-08-03 | 贵阳铝镁设计研究院有限公司 | A kind of cast-type armored concrete shearing resistance method and structure |
| CN103835303A (en) * | 2012-11-20 | 2014-06-04 | 贵阳铝镁设计研究院有限公司 | Shear resisting method and structure for cast-in-place reinforced concrete |
| CN103774752B (en) * | 2014-01-16 | 2016-05-18 | 山东杭萧钢构有限公司 | Steel pipe truss hinged joint device |
| CN103774752A (en) * | 2014-01-16 | 2014-05-07 | 山东杭萧钢构有限公司 | Steel pipe truss hinging node device |
| CN105625581A (en) * | 2014-10-28 | 2016-06-01 | 五冶集团上海有限公司 | Bearer for gliding reticulated shell |
| CN105041332A (en) * | 2015-07-13 | 2015-11-11 | 三峡大学 | Grid lining structure for tunnels and mounting method thereof |
| CN105041332B (en) * | 2015-07-13 | 2018-03-27 | 三峡大学 | A kind of rack liner structure and its installation method for tunnel |
| CN105298124A (en) * | 2015-10-10 | 2016-02-03 | 中国建筑第八工程局有限公司 | Large-span double-curved-surface tree-shadow-shaped ceiling structure and construction method thereof |
| CN105298124B (en) * | 2015-10-10 | 2017-06-30 | 中国建筑第八工程局有限公司 | Large span hyperboloid shadow of the trees shape ceiling structure and its construction method |
| CN105975714A (en) * | 2016-05-23 | 2016-09-28 | 北京建筑大学 | Calculation method of net rack support bearing capacity |
| CN105975714B (en) * | 2016-05-23 | 2018-12-07 | 北京建筑大学 | A kind of calculation method of net rack support bearing capacity |
| CN106400971A (en) * | 2016-06-22 | 2017-02-15 | 北京中建建筑设计院有限公司 | Novel combined flat plate hinged support |
| CN107555317A (en) * | 2017-09-18 | 2018-01-09 | 中国十七冶集团有限公司 | A kind of fixed cable tumbler and its construction method |
| CN107642035A (en) * | 2017-10-31 | 2018-01-30 | 中铁第四勘察设计院集团有限公司 | A kind of bearing embedded board for large-tonnage support grouting |
| CN110284602A (en) * | 2019-06-14 | 2019-09-27 | 中机国能电力工程有限公司 | It is a kind of heavy type large-span truss unidirectionally slide rubber support |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110601 Termination date: 20131124 |