CN201649307U - Beam-column joint connecting structure - Google Patents
Beam-column joint connecting structure Download PDFInfo
- Publication number
- CN201649307U CN201649307U CN2010201645241U CN201020164524U CN201649307U CN 201649307 U CN201649307 U CN 201649307U CN 2010201645241 U CN2010201645241 U CN 2010201645241U CN 201020164524 U CN201020164524 U CN 201020164524U CN 201649307 U CN201649307 U CN 201649307U
- Authority
- CN
- China
- Prior art keywords
- column
- metal sleeve
- crossbeam
- flank
- bamboo
- 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
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to a connecting means between upright columns and transverse beams in buildings, in particular to a metal beam-column joint connecting structure, which comprises an upright column and a transverse beam. A metal sleeve with a certain length is arranged at the joint of the column and the beam, bolt holes are preserved on the metal sleeve, lateral clamping plates welded with the metal sleeve are disposed at a scaled height of the transverse beam to be connected, and bolt holes preserved on the lateral clamping plates are used for mounting and fixing the transverse beam. The metal sleeve and the upright column are fixedly connected through split bolts, the lateral clamping plates and the transverse beam are fixedly connected through split bolts, and pressure grouting glue is adopted to interfaces of bamboo-wood structured beam-columns and metal sleeves. The novel connecting means of upright columns and transverse beams leads joint connection of bamboo-wood structures to be firmer, integral structure to be more stable, and construction to be more convenient.
Description
Technical field
The utility model relates to the connected mode between a kind of building central post and the crossbeam, especially relates to the connected mode between a kind of bamboo and wood materials beam column.
Background technology
In the traditional architecture of China, bamboo wood, timber once were widely used as constructional materials.With respect to the mixed reinforced concrete structure of brick, the bamboo-wood structure building has some special advantages,, good effect of heat insulation good etc. as constructional materials environmental protection, anti-seismic performance, and also the construction period is short, and assembling is simple, dismantled and assembled repeated use, cost is lower.At some special occasions, in the earthquake rebuilding in disaster-hit areas, the novel earthquake-proof affordable housing of design and construction bamboo matter engineering material is a kind of alternative good solution.
China is the abundantest country of bamboo resource in the world, the level and the scale of bamboo wood industrialized utilization also occupy first place in the world, successively develop multiple bamboo matter engineering material and ornament materials such as bamboo material stacked material, bamboo plywood, bamboo wood integrated timber, bamboo wood reorganization material, and produced the structural element of the uniform and stable various sizes of mechanical property.These a large amount of utilizations for bamboo product provide condition.
Bamboo-wood structure is built ubiquitous two kinds of node connected modes and is connected for the tenon fourth of the twelve Earthly Branches connects with nail, but all has drawback, especially for bamboo material.One because the bamboo wood member section is limited, and member this as laminated timber, if adopt common tenon fourth of the twelve Earthly Branches node, cause bamboo wood generation cleavage fracture easily, perhaps influence mechanical properties of materials.Its two because the bamboo wood quality is harder, should not adopt nail to connect, construction is inconvenience comparatively.These problems exist when utilizing bamboo and wood materials to make other products too.
The utility model content
Technical problem to be solved in the utility model is that the problem at above node connection exists provides a kind of material property that do not destroy, the bean column node connected mode of easy construction.
The technical scheme that the utility model solves the problems of the technologies described above is as follows: a kind of bean column node joint construction, comprise column and crossbeam, described column is provided with metal sleeve around beam-column connection, the outside of metal sleeve is provided with at least one metal flank hoop plate that is used to install crossbeam, and the position of flank hoop plate and quantity are specifically determined according to the construction needs.Described metal sleeve is fixedlyed connected with column, and described flank hoop plate is fixedlyed connected with crossbeam.
On the basis of technique scheme, the utility model can also be done following improvement and perfect.
Described metal sleeve and flank support are one-body molded, perhaps welding fabrication.
Described metal sleeve is penetrating up and down cube shaped or cylindrical.This shape is applicable to inside configuration or middle part node.
Described metal sleeve also can be the cube shaped or cylindrical shape of upper end closed, lower ending opening.This shape is applicable to the node of structural top, as the tie point of building roof column and crossbeam.
Described flank hoop plate is the U-shaped plate that opening makes progress, and this shape helps laying of crossbeam and fixing.Flank hoop plate also can be set to hollow sleeve.
Between described metal sleeve and the column, between described flank hoop plate and the crossbeam, be bolted to connection.Between metal sleeve and the column and pressure grouting between flank support and the crossbeam, make its connection more firm.The destruction of this fixedly connected mode column and crossbeam is less, and bonding strength is reliable.
Above-mentioned node connected mode is particularly suitable when column and crossbeam are bamboo wood.Certainly, this structure also not only is applicable to bamboo wood, when column and crossbeam adopt other materials such as timber, when steel are made, this connected mode is suitable equally.
The metal sleeve design of node that the utility model adopts provides a kind of novel stand column and beam connected mode, makes the node connection of bamboo-wood structure more firm, and overall structure is more firm, and it is also more convenient to construct.
Description of drawings
Overall structure figure when Fig. 1 finishes for the utility model assembling;
Fig. 2 is the utility model metal sleeve and flank hoop plate schematic diagram;
In the accompanying drawing, the list of parts of each label representative is as follows:
1, column, 2, crossbeam, 3, metal sleeve, 4, flank hoop plate, 5, bolt, 6, bolt hole,
7, interfacial pressure encapsulating.
The specific embodiment
Below in conjunction with accompanying drawing principle of the present utility model and feature are described, institute gives an actual example and only is used to explain the utility model, is not to be used to limit scope of the present utility model.
Figure 1 shows that a kind of is in the building of raw material with the bamboo wood, the node structure of column 1 and crossbeam 2 junctions.This bean column node full-page proof, main body comprise column 1 and crossbeam 2.Described column 1 is fixing with steel bushing 3 by split bolt 5, and steel bushing 3 is provided with bolt hole 6, with bolt 5 steel bushing 3 is fixed on ad-hoc location on the column 1, between sleeve 3 and the column 1 while pressure encapsulating be connected with assurance firm.The front, the outside of metal sleeve 3 and left and right sides all directions are equipped with a metal flank hoop plate 4 that is used to install crossbeam 2.The U-shaped steel plate that described flank hoop plate 4 makes progress for opening, both sides are respectively equipped with bolt hole 6, an end of crossbeam 2 is installed in the groove of U-shaped steel plate 4, fix with split bolt 5, simultaneously between crossbeam and steel plate the pressure encapsulating be connected with assurance firm.Flank hoop plate 4 also can be set to hollow sleeve, an end of crossbeam 2 directly can be inserted in the sleeve fixing.Between described metal sleeve 3 and the column 1, between described flank hoop plate 4 and the crossbeam 2, also can adopt other modes to achieve a fixed connection,, can fix by clamping device in some stressed less occasion.
As shown in Figure 2, steel bushing 3 and U-shaped steel plate 4 are integrated, and perhaps welding fabrication also can be fixed into one by other modes, and this should determine according to the concrete needs of job site.
Steel bushing shown in Fig. 13 is a hollow tetragonal body penetrating up and down, that seal all around.Sleeve 3 also can be designed as polygon cube shaped or cylindrical shape or type semienclosed, specifically decides according to the shape of column 1.The U-shaped steel plate 4 in sleeve 3 outsides is provided with respectively in different angles according to the installation site of crossbeam 2.Structure inside or middle part node, sleeve 3 should be penetrating up and down.For the structure top, as the position, roof, the upper end of sleeve 3 can be sealed, and forms cap shape sleeve 3.The different nodes of top of building place, the shape of sleeve 3 upper ends also has nothing in common with each other, and as in the middle part of the roof that tilts, sleeve 3 tops can be designed to the inclined-plane.And U-shaped steel plate 4 also has a suitable oblique angle with sleeve 3.
Above-mentioned node connected mode is particularly suitable when column 1 and crossbeam 2 are bamboo wood.Certainly, this structure also not only is applicable to bamboo wood, when column 1 and crossbeam 2 adopt other materials such as timber, when steel are made, this structure is suitable equally.
The utility model can be applicable to the building of bamboo-wood structure.Simultaneously, suitable equally in by the structure of crossbeam and upright supports at other, as when utilizing bamboo and wood materials to make furniture, can use this node structure equally.The use of these same way as all should be comprised within the protection domain of the present utility model.
The above only is preferred embodiment of the present utility model, and is in order to restriction the utility model, not all within spirit of the present utility model and principle, any modification of being done, is equal to replacement, improvement etc., all should be included within the protection domain of the present utility model.
Claims (8)
1. bean column node joint construction, comprise column (1) and crossbeam (2), it is characterized in that, described column (1) is provided with metal sleeve (3) on every side, the outside of metal sleeve (3) is provided with at least one metal flank hoop plate (4) that is used to install crossbeam (2), described metal sleeve (3) is fixedlyed connected with column (1), and described flank hoop plate (4) is fixedlyed connected with crossbeam (2).
2. bean column node joint construction according to claim 1 is characterized in that, described metal sleeve (3) and flank hoop plate (4) are integrated, perhaps welding fabrication.
3. bean column node joint construction according to claim 1 is characterized in that, described metal sleeve (3) is a penetrating cube shaped or cylindrical shape up and down.
4. bean column node joint construction according to claim 1 is characterized in that, described metal sleeve (3) is the cube shaped or cylindrical shape of upper end closed, lower ending opening.
5. bean column node joint construction according to claim 1 is characterized in that, U-shaped plate or hollow sleeve that described flank hoop plate (4) makes progress for opening.
6. bean column node joint construction according to claim 1 is characterized in that, and is between described metal sleeve (3) and the column (1), between described flank hoop plate (4) and the crossbeam (2), fixedly connected by bolt (5).
7. according to each described bean column node joint construction in the claim 1 to 6, it is characterized in that described column (1) and crossbeam (2) are bamboo wood.
8. according to each described bean column node connected mode in the claim 1 to 6, it is characterized in that the pressure encapsulating is adopted at described beam column and metal sleeve interface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201645241U CN201649307U (en) | 2010-04-21 | 2010-04-21 | Beam-column joint connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201645241U CN201649307U (en) | 2010-04-21 | 2010-04-21 | Beam-column joint connecting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201649307U true CN201649307U (en) | 2010-11-24 |
Family
ID=43114536
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201645241U Expired - Fee Related CN201649307U (en) | 2010-04-21 | 2010-04-21 | Beam-column joint connecting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201649307U (en) |
Cited By (27)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103104034A (en) * | 2011-11-10 | 2013-05-15 | 同济大学 | Connected node of end plate type H-shaped steel beam and rectangular pipe column split bolt |
| CN103741791A (en) * | 2014-01-24 | 2014-04-23 | 长沙理工大学 | Assembled self-adaptive anti-seismic frame structure and construction method thereof |
| CN103741814A (en) * | 2013-12-18 | 2014-04-23 | 安徽森泰塑木新材料有限公司 | Novel connecting piece for integrated house column and beam |
| CN104213643A (en) * | 2014-09-03 | 2014-12-17 | 西安建筑科技大学 | Assembled-type beam-column joint connecting structure |
| CN104790535A (en) * | 2015-04-23 | 2015-07-22 | 沈阳建筑大学 | Beam and column joint structure of timber architecture |
| CN105239799A (en) * | 2015-11-20 | 2016-01-13 | 盐城工学院 | Prefabricated culture gallery device |
| CN105780923A (en) * | 2016-05-04 | 2016-07-20 | 福建工程学院 | Assembly structure of prefabricated concrete beam and concrete-filled steel tube column |
| CN106013441A (en) * | 2016-07-13 | 2016-10-12 | 李波 | Connecting casing with steel structure |
| CN106013443A (en) * | 2016-05-19 | 2016-10-12 | 东南大学 | Wood or bamboo frame energy dissipation end plate connecting joint and method thereof |
| CN106368315A (en) * | 2016-10-14 | 2017-02-01 | 天津大学 | Assembly type wood frame structure beam-column joint with sleeve |
| WO2017097214A1 (en) * | 2015-12-09 | 2017-06-15 | 黄杰华 | Structural villa joint |
| CN106894572A (en) * | 2015-12-21 | 2017-06-27 | 张跃 | A kind of honeycombed sheet type building and its construction method |
| CN106894575A (en) * | 2015-12-21 | 2017-06-27 | 张跃 | A kind of Honeycomb Beam |
| CN106894522A (en) * | 2017-04-24 | 2017-06-27 | 江苏跃发建设工程有限公司 | A kind of antidetonation attachment structure for steel house |
| CN106948360A (en) * | 2017-05-08 | 2017-07-14 | 中国能源建设集团江苏省电力设计院有限公司 | The assembled wing plate sleeve and construction method of offshore wind turbine large diameter steel pipe pile foundation |
| CN107119806A (en) * | 2017-07-06 | 2017-09-01 | 赣州森泰竹木有限公司 | A kind of component connected for bamboo matter cylinder |
| CN107542163A (en) * | 2016-06-27 | 2018-01-05 | 张引强 | House frame |
| CN107859170A (en) * | 2017-11-15 | 2018-03-30 | 武汉理工大学 | The two-way constraint bush attaching structure of concrete beam and column node and its construction method |
| CN107965077A (en) * | 2017-11-30 | 2018-04-27 | 莱尔斯特（厦门）股份公司 | A kind of connection structure of curtain-wall stand-column and crossbeam |
| CN108331163A (en) * | 2018-04-17 | 2018-07-27 | 西京学院 | A kind of assembled steel tube beam column construction and its assembly method |
| CN108505621A (en) * | 2018-05-30 | 2018-09-07 | 青岛理工大学 | Inner sleeve type steel frame beam column connecting device |
| CN108678167A (en) * | 2018-08-04 | 2018-10-19 | 四川建安装配式工程科技股份有限公司 | Shape for hat beam column connection part, beam column package assembly and installation method using the beam column connection part |
| CN109066436A (en) * | 2018-08-31 | 2018-12-21 | 重庆能邦机电有限公司 | A kind of connecting angle pieces for C profile |
| CN109914592A (en) * | 2019-04-16 | 2019-06-21 | 沙洲职业工学院 | A kind of three dimension prestressing assembled Fast Installation beam-column node structure and construction method |
| CN111719513A (en) * | 2020-07-07 | 2020-09-29 | 山东临沂水利工程总公司 | One-time pouring method for gate pier and steel sleeve corbel |
| CN112854479A (en) * | 2021-03-04 | 2021-05-28 | 羿射旭减隔震张家口有限公司 | Assembled building beam column node |
| CN113089866A (en) * | 2021-03-18 | 2021-07-09 | 兰州大学 | Civil engineering shock attenuation component |
-
2010
- 2010-04-21 CN CN2010201645241U patent/CN201649307U/en not_active Expired - Fee Related
Cited By (31)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103104034B (en) * | 2011-11-10 | 2015-10-21 | 同济大学 | End plate type H profile steel beam and rectangular conduit split bolt connected node |
| CN103104034A (en) * | 2011-11-10 | 2013-05-15 | 同济大学 | Connected node of end plate type H-shaped steel beam and rectangular pipe column split bolt |
| CN103741814A (en) * | 2013-12-18 | 2014-04-23 | 安徽森泰塑木新材料有限公司 | Novel connecting piece for integrated house column and beam |
| CN103741791A (en) * | 2014-01-24 | 2014-04-23 | 长沙理工大学 | Assembled self-adaptive anti-seismic frame structure and construction method thereof |
| CN103741791B (en) * | 2014-01-24 | 2015-10-28 | 长沙理工大学 | A kind of assembling self adaptation anti-seismic frame structure and construction method thereof |
| CN104213643A (en) * | 2014-09-03 | 2014-12-17 | 西安建筑科技大学 | Assembled-type beam-column joint connecting structure |
| CN104790535A (en) * | 2015-04-23 | 2015-07-22 | 沈阳建筑大学 | Beam and column joint structure of timber architecture |
| CN105239799A (en) * | 2015-11-20 | 2016-01-13 | 盐城工学院 | Prefabricated culture gallery device |
| WO2017097214A1 (en) * | 2015-12-09 | 2017-06-15 | 黄杰华 | Structural villa joint |
| CN106894575A (en) * | 2015-12-21 | 2017-06-27 | 张跃 | A kind of Honeycomb Beam |
| CN106894572A (en) * | 2015-12-21 | 2017-06-27 | 张跃 | A kind of honeycombed sheet type building and its construction method |
| CN105780923A (en) * | 2016-05-04 | 2016-07-20 | 福建工程学院 | Assembly structure of prefabricated concrete beam and concrete-filled steel tube column |
| CN106013443A (en) * | 2016-05-19 | 2016-10-12 | 东南大学 | Wood or bamboo frame energy dissipation end plate connecting joint and method thereof |
| CN107542163A (en) * | 2016-06-27 | 2018-01-05 | 张引强 | House frame |
| CN106013441A (en) * | 2016-07-13 | 2016-10-12 | 李波 | Connecting casing with steel structure |
| CN106368315A (en) * | 2016-10-14 | 2017-02-01 | 天津大学 | Assembly type wood frame structure beam-column joint with sleeve |
| CN106894522A (en) * | 2017-04-24 | 2017-06-27 | 江苏跃发建设工程有限公司 | A kind of antidetonation attachment structure for steel house |
| CN106948360A (en) * | 2017-05-08 | 2017-07-14 | 中国能源建设集团江苏省电力设计院有限公司 | The assembled wing plate sleeve and construction method of offshore wind turbine large diameter steel pipe pile foundation |
| CN107119806A (en) * | 2017-07-06 | 2017-09-01 | 赣州森泰竹木有限公司 | A kind of component connected for bamboo matter cylinder |
| CN107859170A (en) * | 2017-11-15 | 2018-03-30 | 武汉理工大学 | The two-way constraint bush attaching structure of concrete beam and column node and its construction method |
| CN107965077A (en) * | 2017-11-30 | 2018-04-27 | 莱尔斯特（厦门）股份公司 | A kind of connection structure of curtain-wall stand-column and crossbeam |
| CN108331163A (en) * | 2018-04-17 | 2018-07-27 | 西京学院 | A kind of assembled steel tube beam column construction and its assembly method |
| CN108505621A (en) * | 2018-05-30 | 2018-09-07 | 青岛理工大学 | Inner sleeve type steel frame beam column connecting device |
| CN108678167A (en) * | 2018-08-04 | 2018-10-19 | 四川建安装配式工程科技股份有限公司 | Shape for hat beam column connection part, beam column package assembly and installation method using the beam column connection part |
| CN108678167B (en) * | 2018-08-04 | 2023-11-17 | 四川建安装配式工程科技有限公司 | Cap-shaped beam column connecting piece, beam column assembly structure and mounting method |
| CN109066436A (en) * | 2018-08-31 | 2018-12-21 | 重庆能邦机电有限公司 | A kind of connecting angle pieces for C profile |
| CN109914592A (en) * | 2019-04-16 | 2019-06-21 | 沙洲职业工学院 | A kind of three dimension prestressing assembled Fast Installation beam-column node structure and construction method |
| CN109914592B (en) * | 2019-04-16 | 2023-12-01 | 沙洲职业工学院 | Three-dimensional prestress assembly type rapid beam column installation node structure and construction method |
| CN111719513A (en) * | 2020-07-07 | 2020-09-29 | 山东临沂水利工程总公司 | One-time pouring method for gate pier and steel sleeve corbel |
| CN112854479A (en) * | 2021-03-04 | 2021-05-28 | 羿射旭减隔震张家口有限公司 | Assembled building beam column node |
| CN113089866A (en) * | 2021-03-18 | 2021-07-09 | 兰州大学 | Civil engineering shock attenuation component |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201649307U (en) | Beam-column joint connecting structure | |
| EP3865632B1 (en) | Central column composite joints for folding floor slab and assembly method therefor | |
| US10876282B1 (en) | Fabricated limiting-reinforced steel-wood frosted sleeve composite joint | |
| CN201137213Y (en) | Precast beam, column member frame connection structure | |
| CN110029726B (en) | Assembled steel bamboo wood combined structure system suitable for multi-story high-rise building | |
| CN107816129B (en) | Energy consumption sleeve of prestress assembly type node and mounting and working methods thereof | |
| CN203452204U (en) | Connecting node of prefabricated hollow steel-reinforced concrete column and steel girder | |
| CN102995756B (en) | Concrete-filled rectangular steel tube column-box girder full-bolt connection node and construction method | |
| CN202787569U (en) | Eccentric brace type steel plate shear wall | |
| CN103556711A (en) | Assembled wood structure bar planting node and construction method thereof | |
| CN202117176U (en) | Bamboo structured connecting joint | |
| CN102758493A (en) | Steel plate built-in eccentric support type steel plate shear wall | |
| CN102733506A (en) | Assembly type seismic insulation house structure | |
| CN103498513A (en) | Bolt connection node for bamboo/wood frame structure in which beam and column are clamped outside steel plate | |
| CN102071742B (en) | Wood structure rectangular plate net rack | |
| CN202000687U (en) | Existing earth building earth wall body reinforcing device through wooden columns and wooden beams | |
| CN110792171B (en) | Laminated wood-steel combined beam column structure | |
| CN203066254U (en) | Node structure of steel bamboo composite beam and steel bamboo composite pillar | |
| CN101457549B (en) | Wood (bamboo) frame construction energy dissipating and damping node | |
| CN202745208U (en) | Joint connection of re-combined bamboo timber frame structure | |
| KR101299574B1 (en) | Moment connection structure using panel zone of rectangular shape | |
| CN213174170U (en) | Component for reinforcing beam column joint of bamboo-wood structure | |
| CN214364130U (en) | Wood structure beam column connected node is strengthened to SMA consumer | |
| JP2014005722A (en) | Structure (wooden rigid-frame structure) for integrating column, beam and wall together | |
| CN213358935U (en) | Assembled beam column node structure |
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: 20101124 Termination date: 20110421 |