CN206220247U - A kind of novel fabricated cross support post - Google Patents
A kind of novel fabricated cross support post Download PDFInfo
- Publication number
- CN206220247U CN206220247U CN201621190931.3U CN201621190931U CN206220247U CN 206220247 U CN206220247 U CN 206220247U CN 201621190931 U CN201621190931 U CN 201621190931U CN 206220247 U CN206220247 U CN 206220247U
- Authority
- CN
- China
- Prior art keywords
- cross support
- column
- novel fabricated
- support post
- arc
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Rod-Shaped Construction Members (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a kind of novel fabricated cross support post, including the column being hinged with Vierendeel girder, it is provided with cross support between the column.The cross support is provided with two groups, is arranged in side by side up and downly between two columns.This designed component arrangement more flexibly, Path of Force Transfer definitely, reduce component to the influence of the building function of assembling type steel structure house, improve the purposes such as assembling degree of house.
Description
Technical field
The utility model is related to building field, in particular to a kind of novel fabricated cross support post.
Technical background
At present, China's low-rise steel residential structure mainly uses two kinds of systems, and the first is from the light of American-European and Japanese introduction
Steel joist load-bearing wall, such house is using zinc-plated lightgage steel joist as bearing system, and the low layer assembled for being applicable 1 to 3 layer is light
Steel house.The system cost is of a relatively high, the residential building level of consumption according to China, more suitable for the level of consumption
Compare lightweight steel construction villa house colony high.Equations of The Second Kind is steel frame structural system, refers to be used in the direction in length and breadth in house
Girder steel element, in the vertical load-bearing formed using steel column component and lateral resisting structure system.Steel frame beam column uses rigid connection section
Point, steel column bears horizontally and vertically load simultaneously, causes that steel column section is excessive, and steel column often protrudes wall, to the residence of house
Firmly experience is impacted.The characteristics of there is low-rise steel residential structure plane facade to arrange irregular, standard width of a room in an old-style house depth size is small, it is impossible to
Embody the advantage of conventional frame long span structure.
The content of the invention
The utility model is aiming at the deficiencies in the prior art, there is provided one kind arrangement more flexible, Path of Force Transfer is more
Clearly, assembling degree novel fabricated cross support post higher.
To achieve these goals, the novel fabricated cross support post designed by the utility model, it is characterised in that：Bag
The column being hinged with Vierendeel girder is included, cross support is provided between the column.
Further, the column is made of square steel tube.
Further, with Vierendeel girder by hinge, bearing pin node is a kind of preferable hinged joint to the column,
Beam-column hinged design idea is realized so as to comparatively ideal.
Yet further, the column two ends are provided with arced terminus, and hinge hole is provided with the arced terminus,
Correspondence arced terminus are provided with arc-shaped joint on the Vierendeel girder, and hinge hole is also provided with the arc-shaped joint.
Yet further, the arc-shaped joint of the Vierendeel girder same position is provided with the two panels of overlap, the arc on column
Termination is clipped between the arc-shaped joint of two overlaps.
The joint form can ensure that bean column node is freely rotated, a Transfer of Shear, not transmit moment of flexure, realize design meaning
Figure, reduces sectional dimension.
Yet further, the cross support is provided with two groups, is arranged in side by side up and downly between two columns.Cross support
The usual spacing of the edge column of post two be 1 ~ 2 meter, set two groups of cross supports, it is ensured that each rod member angle of cut be 40 ° ~ 50 °, the company of being easily installed
Connect；Two groups of cross supports can ensure integrated member when lifting with enough rigidity simultaneously.
Yet further, two supports of the cross support including the connection that intersects a, wherein mid-stent two
Side is provided with node connecting plate, and another support is constituted by two sections, and every section is fixed on node connecting plate by high-strength bolt.
Yet further, upright post connecting plate is provided with the column, the cross support end is solid by high-strength bolt
It is scheduled on upright post connecting plate.There is more preferable anti-seismic performance, rarely occurred earthquake compared to welding using high-strength friction bolt connection
Under, high-strength bolt node has certain deformability, the compatibility of deformation for being conducive to structure overall.
The utility model has the advantage of：
1st, beam-column hinged calculation assumption is realized using bearing pin node, node does not transmit moment of flexure, reduces column cross-section size, receives
Power component can be hidden in house wall, flexible arrangement, the building function for influenceing house is not used；
2nd, cross support undertakes whole horizontal loadings, and used as main lateral resistant member, the edge column that two ends are hinged is only
Vertical load is born, each component power transmission Path of Force Transfer is more succinct；
3rd, cross support post completes as integrated member in factory, reduces field operation amount, is easy to industrial metaplasia
Produce, improve assembling degree.
Brief description of the drawings
Fig. 1 is a kind of novel fabricated cross support rod structure schematic diagram of the utility model.
Fig. 2 is pillar construction schematic diagram of the present utility model.
Fig. 3 is a kind of connected mode structural representation of column of the present utility model and cross support.
Fig. 4 is another connected mode structural representation of column of the present utility model and cross support.
Fig. 5 is cross-brace construction schematic diagram of the present utility model.
In figure：Column 1, arced terminus 1.1, upright post connecting plate 1.2, Vierendeel girder 2, arc-shaped joint 2.1, cross support 3, branch
Frame 3.1, node connecting plate 3.11.
Specific embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings：
Novel fabricated cross support post shown in figure, including the column 1 being hinged with Vierendeel girder, are set between column 1
There is cross support 3.Wherein, column 1 is made of square steel tube.Column 1 is hinged with Vierendeel girder 2 by bearing pin 4.Concrete structure is：
The two ends of column 1 are provided with arced terminus 1.1, and hinge hole is provided with arced terminus 1.1, correspondence arc tips on Vierendeel girder 2
First 1.1 are provided with arc-shaped joint 2.1, and hinge hole is also provided with the arc-shaped joint 2.1.The arc of the same position of Vierendeel girder 2
Shape joint 2.1 is provided with the two panels of overlap, the arced terminus 1.1 on the column 1 be clipped in two overlaps arc-shaped joint 2.1 it
Between.
Cross support 3 between two columns 1 typically sets one to two groups, when setting two groups, two groups of cross supports about 3 simultaneously
It is arranged between two columns 1 to row.Two supports 3.1 of the cross support 3 including the connection that intersects a, wherein mid-stent
Both sides are provided with node connecting plate 3.11, and another support is constituted by two sections, and every section is fixed on node and connects by high-strength bolt
On fishplate bar 3.11.Support 3.1 typically uses channel-section steel.Upright post connecting plate 1.2 is provided with column 1, the end of cross support 3 is by height
Strength bolt is fixed on upright post connecting plate 1.2.
The utility model channel-section steel forms cross support 3 by the node connecting plate 3.11 of infall；By upright post connecting plate
1.2 connect the square tube edge column 1 and cross support 3, form overall；Overall structure is consigned to building site, square tube side
Column 1 is connected with Vierendeel girder 2 by the hinged joint of bearing pin 4, is installed.
Advantage of the present utility model is as follows：
1st, square tube edge column upper and lower side is hinged completely by the realization of bearing pin node and girder steel, is not subject to be set a roof beam in place biography by upper and lower frames
Pass the Moment for coming, be substantially reduced column cross-section size, thus can as needed flexible arrangement in any one section of construction wall
It is interior, influence is not produced on building function；
2nd, the division of labor of component Path of Force Transfer is clear and definite, and two ends articulated column bears whole vertical loads, and horizontal loading is then by intersection
Support undertakes；
3rd, two edge column spacing can need to be adjusted according to Structure Calculation, so as to avoid door-window opening；
4th, cross support can improve the purpose of economy so as to reach as the skeleton of Light trabses.
Claims (8)
1. a kind of novel fabricated cross support post, it is characterised in that：Including the column being hinged with Vierendeel girder（1）, the column
（1）Between be provided with cross support（3）.
2. novel fabricated cross support post according to claim 1, it is characterised in that：The column（1）Using square steel
Pipe is made.
3. novel fabricated cross support post according to claim 2, it is characterised in that：The column（1）With Vierendeel girder
（2）By bearing pin（4）It is hinged.
4. novel fabricated cross support post according to claim 3, it is characterised in that：The column（1）Two ends are set
There are arced terminus（1.1）, the arced terminus（1.1）On be provided with hinge hole, the Vierendeel girder（2）Upper correspondence arc tips
Head（1.1）It is provided with arc-shaped joint（2.1）, the arc-shaped joint（2.1）On be also provided with hinge hole.
5. novel fabricated cross support post according to claim 4, it is characterised in that：The Vierendeel girder（2）Same position
The arc-shaped joint put（2.1）It is provided with the two panels of overlap, the column（1）On arced terminus（1.1）It is clipped in the arc of two overlaps
Shape joint（2.1）Between.
6. the novel fabricated cross support post according to any one of claim 1 ~ 5, it is characterised in that：It is described to intersect branch
Support（3）Two groups are provided with, two columns are arranged in side by side up and downly（1）Between.
7. novel fabricated cross support post according to claim 6, it is characterised in that：The cross support（3）Including
Intersect two supports of connection（3.1）, wherein a mid-stent both sides are provided with node connecting plate（3.11）, another
Support is constituted by two sections, and every section is fixed on node connecting plate by high-strength bolt（3.11）On.
8. novel fabricated cross support post according to claim 7, it is characterised in that：The column（1）On be provided with
Upright post connecting plate（1.2）, the cross support（3）End is fixed on upright post connecting plate by high-strength bolt（1.2）On.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621190931.3U CN206220247U (en) | 2016-10-28 | 2016-10-28 | A kind of novel fabricated cross support post |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621190931.3U CN206220247U (en) | 2016-10-28 | 2016-10-28 | A kind of novel fabricated cross support post |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206220247U true CN206220247U (en) | 2017-06-06 |
Family
ID=58791777
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621190931.3U Expired - Fee Related CN206220247U (en) | 2016-10-28 | 2016-10-28 | A kind of novel fabricated cross support post |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206220247U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109488052A (en) * | 2018-11-16 | 2019-03-19 | 上海宝冶集团南京建筑有限公司 | A kind of steel construction exhibition space |
| CN110306660A (en) * | 2019-05-24 | 2019-10-08 | 孔瑞清 | Assembled anti-knock steel skeleton and antidetonation wall for steel building |
| CN110439104A (en) * | 2019-09-04 | 2019-11-12 | 中南大学 | Low system of multi-floor steel structure residential building and its method of construction |
| CN111042328A (en) * | 2019-12-30 | 2020-04-21 | 鞍钢中电建筑科技股份有限公司 | Distributed modular anti-side K-support type unit multi-layer frame structure |
| CN112482570A (en) * | 2020-11-13 | 2021-03-12 | 重庆市乡墅装配式建筑科技有限责任公司 | Assembling mode of light steel villa keel |
| CN113502918A (en) * | 2021-06-29 | 2021-10-15 | 上海通正铝结构建设科技有限公司 | Novel assembled aluminum alloy anti-seismic frame structure |
| CN113958017A (en) * | 2021-10-14 | 2022-01-21 | 北京市建筑设计研究院有限公司 | Multilayer vibration suppression structure with hinged columns |
| CN117005540A (en) * | 2023-09-26 | 2023-11-07 | 江苏泛佳钢结构工程有限公司 | Connection type steel structure is assembled to building |
-
2016
- 2016-10-28 CN CN201621190931.3U patent/CN206220247U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109488052A (en) * | 2018-11-16 | 2019-03-19 | 上海宝冶集团南京建筑有限公司 | A kind of steel construction exhibition space |
| CN110306660A (en) * | 2019-05-24 | 2019-10-08 | 孔瑞清 | Assembled anti-knock steel skeleton and antidetonation wall for steel building |
| CN110439104A (en) * | 2019-09-04 | 2019-11-12 | 中南大学 | Low system of multi-floor steel structure residential building and its method of construction |
| CN111042328A (en) * | 2019-12-30 | 2020-04-21 | 鞍钢中电建筑科技股份有限公司 | Distributed modular anti-side K-support type unit multi-layer frame structure |
| CN112482570A (en) * | 2020-11-13 | 2021-03-12 | 重庆市乡墅装配式建筑科技有限责任公司 | Assembling mode of light steel villa keel |
| CN113502918A (en) * | 2021-06-29 | 2021-10-15 | 上海通正铝结构建设科技有限公司 | Novel assembled aluminum alloy anti-seismic frame structure |
| CN113502918B (en) * | 2021-06-29 | 2023-02-21 | 上海通正铝结构建设科技有限公司 | Assembled aluminum alloy antidetonation frame construction |
| CN113958017A (en) * | 2021-10-14 | 2022-01-21 | 北京市建筑设计研究院有限公司 | Multilayer vibration suppression structure with hinged columns |
| CN117005540A (en) * | 2023-09-26 | 2023-11-07 | 江苏泛佳钢结构工程有限公司 | Connection type steel structure is assembled to building |
| CN117005540B (en) * | 2023-09-26 | 2023-12-15 | 江苏泛佳钢结构工程有限公司 | Connection type steel structure is assembled to building |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206220247U (en) | A kind of novel fabricated cross support post | |
| CN109695295B (en) | Column-beam assembly type integrated variable beam height node and construction method thereof | |
| CN202831235U (en) | Assembled pitch joint of rectangular steel pipe column and H-shaped steel girder of internally installed sleeve | |
| CN112160420A (en) | Assembled beam column connected node based on anti special-shaped post of side of buckled plate | |
| CN201991099U (en) | Externally applied shock-absorbing steel frame for shock resistance and reinforcement | |
| CN213653755U (en) | Assembled beam column connected node based on anti special-shaped post of side of buckled plate | |
| CN209891402U (en) | Assembled concrete-filled steel tube combined node structure | |
| CN101215854A (en) | Beam-column hinged-flection constrained support steel skeleton construction | |
| CN215564819U (en) | Novel steel construction factory building | |
| CN203669456U (en) | Master-slave type high-rise steel frame-supporting, suspending and bearing-hanging system | |
| CN201202289Y (en) | Rigid connection frame of steel structure workshop | |
| CN213572461U (en) | Energy dissipation structure of fabricated building | |
| CN202139692U (en) | Vertical external connection and rigid connection node for rectangular tubular column and H-shaped steel beam | |
| CN114046080A (en) | Self-resetting energy-dissipation supporting cold-formed steel shear wall | |
| CN212317231U (en) | Assembled steel-bamboo combined shear wall with damper | |
| CN211285977U (en) | Tapered weakening beam column joint for high-strength steel beam flange | |
| CN112302167A (en) | Assembled steel construction dysmorphism post frame construction system | |
| CN215594498U (en) | Wall surface shear-resistant module for cluster low-rise steel structure | |
| CN216195427U (en) | Box column and H shaped steel roof beam rigid connection node | |
| CN214423572U (en) | Steel frame and concrete wallboard mixed full-assembly type multilayer steel structure system | |
| CN102182244A (en) | Double-column residential steel structure | |
| CN205296391U (en) | A baffle link up node that is used for rectangle steel core concrete column and H girder steel to connect | |
| CN210459529U (en) | Bamboo-wood building beam column CFRP steel node | |
| CN112302168A (en) | Assembled special-shaped column-beam connecting node | |
| CN211312946U (en) | Combined special-shaped column structure system applying mild steel damping wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170606 Termination date: 20211028 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |