CN205224344U - Real abdomen formula steel -pipe column faced wall of continuous trompil cross slab - Google Patents
Real abdomen formula steel -pipe column faced wall of continuous trompil cross slab Download PDFInfo
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- CN205224344U CN205224344U CN201520924947.1U CN201520924947U CN205224344U CN 205224344 U CN205224344 U CN 205224344U CN 201520924947 U CN201520924947 U CN 201520924947U CN 205224344 U CN205224344 U CN 205224344U
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- limb
- pipe column
- steel pipe
- compound wall
- structural beams
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Abstract
The utility model provides a real abdomen formula steel -pipe column faced wall of continuous trompil cross slab, real abdomen formula steel -pipe column faced wall include a plurality of connection limbs of interconnect, and a plurality of connection limbs extend to not equidirectional structure roof beam from the tie point respectively, and the structure roof beam is connected in the tip of connecting the limb, and every is connected the limb and includes: the node post is located the tip of connecting the limb, two block at least limb boards, respectively along the outer skin weld of node post between adjacent two node posts and then form and wait to pour the space, the polylith baffle, the interval is located every and is connected between two blocks of adjacent limb boards in limb respectively, has seted up a plurality of through -holes on the every baffle, and then forms switch on each other a plurality of wait to pour the room in waiting to pour the space. The utility model provides an in the present residential housing cylinder destroy the problem of interior space wholeness and suitability to further improve the inner structure intensity of faced wall.
Description
Technical field
The utility model relates to a kind of steel flanged beam steel pipe column compound wall, is specifically related to a kind of steel flanged beam steel pipe column compound wall of continuous perforate diaphragm.
Background technology
Under the extensive dwelling construction pattern of China's tradition, dwelling construction is high to artificial degree of dependence, and energy resource utilization ratio is low, and causes serious environment pollution, defines the reversed transmission of the pressure for easing monetary condition of housing industrialization and green residence building to a certain extent.Meanwhile, China's steel industry production capacity is seriously superfluous, and interior price of steel product will be hovered at low level for a long time in future.Thus, multi and tall steel building house arises at the historic moment.
At present, multi and tall steel building housing construction often adopts steel core concrete column, as Fig. 1 to Fig. 3, in the position of the different bodies of wall of steel house, because the cross sectional dimensions of its structural column 1' is larger, the angle that the junction of structural beams or filled wall 4' has a cylinder is stretched in room, thus destroys globality and the applicability of the interior space.
Utility model content
For overcoming the defect existing for prior art, a kind of steel flanged beam steel pipe column compound wall of continuous perforate diaphragm is now provided, to solve the problem that existing housing construction inner cylinder destroys interior space globality and applicability, and improve the inner structural strength of compound wall further.
For achieving the above object, a kind of steel flanged beam steel pipe column compound wall of continuous perforate diaphragm is provided, this steel flanged beam steel pipe column compound wall comprises interconnective multiple connection limb, multiple connection limb extends to the structural beams of different directions from tie point respectively, structural beams is connected to the end connecting limb, and each connection limb comprises:
Node post, is positioned at the end connecting limb;
At least two blocks of limb plates, are welded between adjacent two node posts along the external surface of node post and then are formed respectively and treat casting space;
Polylith dividing plate, septal branch is located between the adjacent two blocks of limb plates in each connection limb respectively, and every block dividing plate offers multiple through hole, and then in treating the room multiple to be built forming mutual conduction in casting space.
The beneficial effect of the utility model steel flanged beam steel pipe column compound wall is,
1) by wide multiple connection limb and node post are interconnected and then are formed steel flanged beam compound wall, the compound wall structure formed can not destroy the interior space;
2) by offering the dividing plate of through hole in connecting setting in limb, so that will room multiple the to be built mutual conduction in casting space be treated, make to build and wait that building indoor concrete circulates mutually in each, so improve further connect limb inside build setting strength.
Preferably, structural beams is provided with edge of a wing stiffener with being connected between limb.
Preferably, structural beams is welded to connect in node post, and edge of a wing stiffener is trapezoidal and comprises orthogonal first link and the second link, and the first link is fixed on the frange plate of structural beams, the second link and node post affixed.
Preferably, node post is square bar tubing string.
Preferably, limb plate is steel sheet and is welded between adjacent two node posts.
Preferably, connect limb and there are two or three, and then be connected to form L shape, T-shaped or Z-shaped steel flanged beam steel pipe column compound wall respectively.
Accompanying drawing explanation
Fig. 1 is the plane structure schematic diagram of corner in existing steel building;
Fig. 2 is the plane structure schematic diagram at abutment wall place in existing steel building;
Fig. 3 is the plane structure schematic diagram at its middle walls place of existing steel building;
Fig. 4 is the plane structure schematic diagram of embodiment one in the steel flanged beam steel pipe column compound wall of the continuous perforate diaphragm of the utility model;
Fig. 5 is the facade structures schematic diagram of Fig. 4 median septum;
Fig. 6 is for corresponding to A in Fig. 4) the facade structures schematic diagram in A cross section;
Fig. 7 is for corresponding to B in Fig. 4) the facade structures schematic diagram in B cross section;
Fig. 8 is the plane structure schematic diagram of the embodiment two corresponding to Fig. 4;
Fig. 9 is the plane structure schematic diagram of the embodiment three corresponding to Fig. 4.
Detailed description of the invention
For the benefit of to the understanding of structure of the present utility model, be described below in conjunction with drawings and Examples.
Embodiment one:
With reference to shown in Fig. 4, the utility model first provides a kind of steel flanged beam steel pipe column compound wall of continuous perforate diaphragm, comprise node post 1 and be connected to the twice connection limb 10 of node post 1, twice connect limb 10 and extend to orthogonal both direction from node post 1, and then form the steel flanged beam steel pipe column compound wall of L shape, connect the outward extending right part of limb 10 and bottom to be used for being connected with structural beams 2, structural beams 2 is provided with edge of a wing stiffener 7 with being connected between limb 10, each connection limb 10 comprises: node post 3, be positioned at and connect the outward extending right part of limb 10 and bottom and width is equal to node post 1, at least two blocks of limb plates 4, are welded between node post 1 and node post 3 along the external surface of node post 3 and then are formed respectively and treat casting space 5.
Wherein, comparatively preferably, node post 1 and node post 3 are square bar tubing string, and structural beams 2 is H profile steel beam, and limb plate 4 is comparatively steel sheet.
With reference to Fig. 5, it is the facade structures schematic diagram of Fig. 4 median septum.
Shown in composition graphs 4 and Fig. 5, particularly, for being satisfied with the structural strength of the connection limb 10 of different length, between adjacent two blocks of limb plates 4 in each connection limb 10, septal branch is provided with one piece or two pieces of dividing plates 6, on every block dividing plate 6, vertically direction evenly offers multiple through hole 60, this through hole 60 is preferably positive six distortion, and then in treating two or three rooms to be built forming mutual conduction in casting space 5, the depth-width ratio of each room to be built is no more than 1:2, builds and waits that building indoor concrete is circulated mutually by through hole 60 in each.With this, that improves connection limb 10 inside further builds setting strength, increases the structural strength of whole compound wall.
With reference to Fig. 6, for corresponding to A in Fig. 4) the facade structures schematic diagram in A cross section.With reference to Fig. 7, for corresponding to B in Fig. 4) the facade structures schematic diagram in B cross section.
Shown in composition graphs 6 to Fig. 7, simultaneously, edge of a wing stiffener 7 is provided with between differing heights structural beams 2 and node post 3, particularly, every block edge of a wing stiffener 7 in trapezoidal shape comprises orthogonal first link and the second link, first link vertical welding of edge of a wing stiffener 7 is on the upper and lower frange plate of structural beams 2, and the second link and the node post 3 of edge of a wing stiffener 7 are affixed.With this, increase the bonding strength between structural beams 2 and node post 3.
Install by said structure feature and connect, to form a complete L shape framework.The concreting that (comprises node post 1) again in shaped pile frame, and then form steel flanged beam steel pipe column compound wall.Again outward extending to structural beams 2 and its end is connected, with this, solves the problem that cylinder destroys interior space globality.
Embodiment two:
With reference to shown in Fig. 8, on the basis of embodiment one, the present embodiment reoffers the steel flanged beam steel pipe column compound wall of another kind of perforate diaphragm continuously, and difference is, defines the compound wall structure of T-shaped.
Particularly, this steel flanged beam steel pipe column compound wall comprises node post 1 and is connected to three roads connection limbs 10 of node post 1, three roads connect limb 10 and extend respectively to three directions from node post 1, wherein, two structural beams 2 in left and right are located along the same line, the structural beams 2 of below perpendicular to these two structural beams 2 that are located along the same line, and then forms the steel flanged beam steel pipe column compound wall of T-shaped.Other structures (internal construction as included by each connection limb 10) are basic identical with embodiment one, and thus no longer this adds to repeat.
Scrutinize Fig. 8, edge of a wing stiffener 7 is provided with between said structure beam 2 and node post 3, similarly, every block edge of a wing stiffener 7 in trapezoidal shape comprises orthogonal first link and the second link, first link vertical welding of edge of a wing stiffener 7 is on the upper and lower frange plate of structural beams 2, and the second link and the node post 3 of edge of a wing stiffener 7 are affixed.With this, increase the bonding strength between structural beams 2 and node post 3.
Embodiment three:
With reference to shown in Fig. 9, on the basis of embodiment one, the present embodiment reoffers the steel flanged beam steel pipe column compound wall of another kind of perforate diaphragm continuously, and difference is, defines Z-shaped compound wall structure.
Particularly, there is in steel house the first structural beams 2, second structural beams 2 ' and the 3rd structural beams 2 ", second structural beams 2 ' and the 3rd structural beams 2 " respectively perpendicular to the first structural beams 2, two the first structural beams 2 are located along the same line, this Z-shaped steel flanged beam steel pipe column compound wall comprises the first connection limb 10, second connects limb 10 ' and the 3rd connects limb 10 ", first connection limb 10 extends along the length direction of the second structural beams 2 ' and is intersected in the first structural beams 2, second connect limb 10 ' along the 3rd structural beams 2 " length direction extend and be intersected in the first structural beams 2, 3rd connects limb 10 " to extend along the first structural beams 2 direction and two ends are connected limb 10 and second respectively connects limb 10 ' cross with first, and then form Z-shaped compound wall structure.Other structures (as first connects limb 10, second and connect limb 10 ' and the 3rd and connect limb 10 " included by internal construction) are basic identical with embodiment one, and thus no longer this adds to repeat.
Scrutinize Fig. 9, above-mentioned first structural beams 2, second structural beams 2 ' and the 3rd structural beams 2 " be installed with edge of a wing stiffener 7 respectively and between node post 3; same; the every block edge of a wing stiffener 7 in trapezoidal shape comprises orthogonal first link and the second link; the first link vertical welding of edge of a wing stiffener 7 is on the upper and lower frange plate of structural beams, and the second link and the node post 3 of edge of a wing stiffener 7 are affixed.With this, increase the bonding strength between each structural beams and node post 3.
After completing above-mentioned implementation process, following characteristics of the present utility model should be reflected:
Overall structure is simple, draws materials conveniently, and each component constructability is installed and connected, and forms the connection limb equal with node width by node post, and then solves the problem that cylinder destroys indoor globality, its successful.
Below embodiment has been described in detail the utility model by reference to the accompanying drawings, and those skilled in the art can make many variations example to the utility model according to the above description.Thus, some details in embodiment should not formed restriction of the present utility model, the utility model by the scope that defines using appended claims as protection domain.
Claims (6)
1. the steel flanged beam steel pipe column compound wall of a continuous perforate diaphragm, it is characterized in that, steel flanged beam steel pipe column compound wall comprises interconnective multiple connection limb, multiple described connection limb extends to the structural beams of different directions from tie point respectively, described structural beams is connected to the end of described connection limb, and each described connection limb comprises:
Node post, is positioned at the end of described connection limb;
At least two blocks of limb plates, are fixed between adjacent two described node posts along the external surface of described node post and then are formed respectively and treat casting space;
Polylith dividing plate, septal branch is located between the adjacent two blocks of described limb plates in each described connection limb respectively, dividing plate described in every block offers through hole, and then treats in described the room multiple to be built forming mutual conduction in casting space.
2. steel flanged beam steel pipe column compound wall according to claim 1, is characterized in that,
Described structural beams is provided with edge of a wing stiffener with described connection between limb.
3. steel flanged beam steel pipe column compound wall according to claim 2, is characterized in that,
Described structural beams is welded to connect in described node post, described edge of a wing stiffener is trapezoidal and comprises orthogonal first link and the second link, described first link is fixed on the frange plate of described structural beams, described second link and described node post affixed.
4. steel flanged beam steel pipe column compound wall according to claim 3, is characterized in that,
Described node post is square bar tubing string.
5. steel flanged beam steel pipe column compound wall according to claim 4, is characterized in that,
Described limb plate is steel sheet and is welded between adjacent two described node posts.
6., according to the arbitrary described steel flanged beam steel pipe column compound wall of claim 1 to 5, it is characterized in that,
Described connection limb has two or three, and then is connected to form L shape, T-shaped or Z-shaped described steel flanged beam steel pipe column compound wall respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520924947.1U CN205224344U (en) | 2015-11-19 | 2015-11-19 | Real abdomen formula steel -pipe column faced wall of continuous trompil cross slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520924947.1U CN205224344U (en) | 2015-11-19 | 2015-11-19 | Real abdomen formula steel -pipe column faced wall of continuous trompil cross slab |
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| Publication Number | Publication Date |
|---|---|
| CN205224344U true CN205224344U (en) | 2016-05-11 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520924947.1U Expired - Fee Related CN205224344U (en) | 2015-11-19 | 2015-11-19 | Real abdomen formula steel -pipe column faced wall of continuous trompil cross slab |
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| CN (1) | CN205224344U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836470A (en) * | 2016-11-23 | 2017-06-13 | 同济大学建筑设计研究院(集团)有限公司 | A kind of girder steel without diaphragm plate and steel pipe column rigid joint |
| CN106968349A (en) * | 2017-05-03 | 2017-07-21 | 浙江欧拉钢结构科技有限公司 | A kind of rigid joint of Combined steel tube component and girder steel |
-
2015
- 2015-11-19 CN CN201520924947.1U patent/CN205224344U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836470A (en) * | 2016-11-23 | 2017-06-13 | 同济大学建筑设计研究院(集团)有限公司 | A kind of girder steel without diaphragm plate and steel pipe column rigid joint |
| CN106968349A (en) * | 2017-05-03 | 2017-07-21 | 浙江欧拉钢结构科技有限公司 | A kind of rigid joint of Combined steel tube component and girder steel |
| CN106968349B (en) * | 2017-05-03 | 2021-07-20 | 浙江欧拉钢结构科技有限公司 | Rigid joint node of combined steel pipe assembly and steel beam |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Li Qiang Inventor after: Miao Dongmei Inventor after: Ma Rongquan Inventor after: Liang Jianjun Inventor after: Dong Jiyong Inventor after: Feng Guojun Inventor after: Sun Xuefeng Inventor after: Wang Hao Inventor after: Ge Jie Inventor before: Li Qiang Inventor before: Miao Dongmei Inventor before: Ma Rongquan Inventor before: Liang Jianjun Inventor before: Dong Jiyong Inventor before: Feng Guojun Inventor before: Sun Xuefeng Inventor before: Wang Hao Inventor before: Ge Jie |
|
| COR | Change of bibliographic data | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160511 Termination date: 20201119 |
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| CF01 | Termination of patent right due to non-payment of annual fee |