CN106703194B - A kind of beam column semi-rigid connection structure based on raw bamboo skeleton - Google Patents
A kind of beam column semi-rigid connection structure based on raw bamboo skeleton Download PDFInfo
- Publication number
- CN106703194B CN106703194B CN201611192816.4A CN201611192816A CN106703194B CN 106703194 B CN106703194 B CN 106703194B CN 201611192816 A CN201611192816 A CN 201611192816A CN 106703194 B CN106703194 B CN 106703194B
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- China
- Prior art keywords
- original bamboo
- connecting plate
- bamboo
- fixing plate
- plate
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- 235000017166 Bambusa arundinacea Nutrition 0.000 title claims abstract description 89
- 235000017491 Bambusa tulda Nutrition 0.000 title claims abstract description 89
- 235000015334 Phyllostachys viridis Nutrition 0.000 title claims abstract description 89
- 241001330002 Bambuseae Species 0.000 title claims abstract description 83
- 239000011425 bamboo Substances 0.000 title claims abstract description 83
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 16
- 239000010959 steel Substances 0.000 claims abstract description 16
- 241000209128 Bambusa Species 0.000 claims description 6
- 239000007787 solid Substances 0.000 description 3
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 2
- 244000046052 Phaseolus vulgaris Species 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000009395 breeding Methods 0.000 description 1
- 230000001488 breeding effect Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/2668—Connections specially adapted therefor for members with a round cross-section
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/2676—Connector nodes
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
本发明公开了一种基于原竹骨架的梁柱半刚性连接结构，包括柱子及梁，柱子包括中心连接件、第一连接板、第二连接板、若干第一原竹及若干第一套圈，其中，中心连接件包括中心钢管及若干第一固定板，其中，一个第一固定板对应一个第一原竹，第一固定板的背面固定于中心钢管的侧面，第一固定板的正面为与对应第一原竹的侧面相配合的弧面，第一原竹内嵌于第一固定板的正面上，中心连接件及各第一原竹均套接于第一套圈内，第一连接板位于第一套圈与第一原竹之间，第二连接板的端部与第一连接板的侧面相连接，各第一套圈穿过第二连接板的侧面，该连接节点不会原竹进行破坏，并且使用寿命长，承载力较高。
The invention discloses a beam-column semi-rigid connection structure based on original bamboo skeleton. , wherein the central connecting piece includes a central steel pipe and a number of first fixing plates, wherein one first fixing plate corresponds to a first original bamboo, the back of the first fixing plate is fixed on the side of the central steel pipe, and the front of the first fixing plate is The arc surface matched with the side surface of the corresponding first original bamboo, the first original bamboo is embedded on the front surface of the first fixing plate, the central connecting piece and each first original bamboo are sleeved in the first ferrule, and the first original bamboo is inserted into the first ferrule. The connecting plate is located between the first ferrule and the first original bamboo, the end of the second connecting plate is connected with the side surface of the first connecting plate, each first ferrule passes through the side surface of the second connecting plate, and the connecting node is not connected. It will destroy the original bamboo, and has a long service life and high bearing capacity.
Description
Technical field
The present invention relates to a kind of beam-to-column joint structures based on raw bamboo skeleton, and in particular to a kind of beam based on raw bamboo skeleton
Column semi-rigid connection structure.
Background technique
In the case where global timber resources lacks, there is bamboo breeding to be easy, growth is fast, the spies such as morning and yield height of becoming a useful person
Point, meanwhile, bamboo wood texture straight, color are simple and elegant, material is tough and tensile, have many advantages, such as hard broadleaf, are production interior doors, family
The ideal material of tool, floor and various components, the continuous enhancing with people to environmental consciousness, various regions bamboo building are rised sheer from level ground,
However the bean column node in existing bamboo building is all made of bolted mode, however this connection type needs to carry out raw bamboo
Punching, the phenomenon that causing the intensity of raw bamboo to be weakened, and often will appear bolt looseness by bolted connection, thus
Seriously affect the service life and bearing capacity of bean column node.
Summary of the invention
It is an object of the invention to overcome the above-mentioned prior art, a kind of beam column based on raw bamboo skeleton half is provided
Rigid connection structure, which will not destroy raw bamboo, and long service life, and bearing capacity is higher.
In order to achieve the above objectives, the beam column semi-rigid connection structure of the present invention based on raw bamboo skeleton include pillar and
Beam, pillar include central connector, the first connecting plate, the second connecting plate, several first raw bamboos and several first lassos, wherein
Central connector includes center steel pipe and several first fixed plates, wherein corresponding first raw bamboo of first fixed plate, the
The side of center steel pipe is fixed at the back side of one fixed plate, and the front of the first fixed plate is to match with the side of corresponding first raw bamboo
The cambered surface of conjunction, the first raw bamboo are embedded on the front of the first fixed plate, and central connector and each first raw bamboo are socketed on first
In lasso, the first connecting plate is between the first lasso and the first raw bamboo, the side of the end of the second connecting plate and the first connecting plate
Face is connected, each first lasso pass through the second connecting plate side, beam includes several second raw bamboos, wherein each second raw bamboo with
The side of second connecting plate is connected.
It further include several second fixed plates and several second lassos, second fixed plate corresponds to second raw bamboo, the
The front of two fixed plates is the cambered surface that corresponding second raw bamboo side matches, and the second raw bamboo is being embedded in corresponding second fixed plate just
On face, all second fixed plates are divided into two groups, wherein the back side of each second fixed plate is both secured in first group of second fixed plate
On the one side of second connecting plate, the back side of each second fixed plate is both secured to the second connecting plate in second group of second fixed plate
On another side, the second connecting plate, each second fixed plate and each second raw bamboo are socketed in the second lasso.
Each first fixed plate is circumferentially uniformly fixed on the side of center steel pipe.
Each second fixed plate in first group of second fixed plate is sequentially distributed from top to bottom.
Each second fixed plate in second group of second fixed plate is sequentially distributed from top to bottom.
The number of first raw bamboo is 6, and column is cylindrical structure.
The number of second raw bamboo is 6, and beam is rectangular parallelepiped structure.
The invention has the following advantages:
Beam column semi-rigid connection structure of the present invention based on raw bamboo skeleton uses semirigid connection type by beam
It is connected with pillar, specifically, the side of center steel pipe is fixed at the back side of the first fixed plate, it is solid that the first raw bamboo is socketed on first
In the cambered surface of fixed board, increase the forced area of the first raw bamboo side, to effectively improve the bearing capacity of the first raw bamboo, while this hair
It is bright that each first raw bamboo and center steel pipe are connected by the first lasso, it avoids that the first raw bamboo is carried out aperture and influences it by force
Degree.In addition, the first connecting plate is fixed between the first lasso and the first raw bamboo, the end of the second connecting plate and the first connecting plate
Side is connected, and each first lasso passes through the side of the second connecting plate, realizes the fixation of the second connecting plate, and the second raw bamboo is fixed on
The varied rigid link of beam-column connection is realized in the side of second connecting plate.It should be noted that the present invention is not needed to first
Raw bamboo and the second raw bamboo punch or be attached by bolt, do not destroy to raw bamboo, to effectively improve raw bamboo
Bearing capacity improves the service life of beam-column connection significantly.
Further, the front of the second fixed plate is the cambered surface matched with corresponding second raw bamboo side, the socket of the second raw bamboo
In on the front of corresponding second fixed plate, to increase the stress surface of the second raw bamboo side.
Further, each second fixed plate in first group of second fixed plate is sequentially distributed from top to bottom, and second group second solid
Each second fixed plate in fixed board is sequentially distributed from top to bottom, to make the uniform force of the second connecting plate.
Further, each first fixed plate is circumferentially fixed on the side of center steel pipe, thus make center steel pipe side by
Power is uniform.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention；
Fig. 2 is top view of the invention；
Fig. 3 is the structural schematic diagram of central connector in the present invention.
Wherein, 1 it is center steel pipe, 2 be the first raw bamboo, 3 be the second raw bamboo, 4 be the first lasso, 5 be the second lasso, 6 is
Second connecting plate, 7 be the first fixed plate, 8 be the second fixed plate, 9 be the first connecting plate.
Specific embodiment
The invention will be described in further detail with reference to the accompanying drawing:
With reference to Fig. 1, the beam column semi-rigid connection structure of the present invention based on raw bamboo skeleton includes pillar and beam, pillar
Including central connector, the first connecting plate 9, the second connecting plate 6, several first raw bamboos 2 and several first lassos 4, wherein center
Connector includes center steel pipe 1 and several first fixed plates 7, wherein corresponding first raw bamboo 2 of first fixed plate 7, the
The side of center steel pipe 1 is fixed at the back side of one fixed plate 7, and the front of the first fixed plate 7 is and the side of corresponding first raw bamboo 2
The cambered surface matched, the first raw bamboo 2 are embedded on the front of the first fixed plate 7, and central connector and each first raw bamboo 2 are socketed
In in the first lasso 4, the first connecting plate 9 is between the first lasso 4 and the first raw bamboo 2, the end and first of the second connecting plate 6
The side of connecting plate 9 is connected, and each first lasso 4 passes through the side of the second connecting plate 6, and beam includes several second raw bamboos 3,
In, each second raw bamboo 3 is connected with the side of the second connecting plate 6.
The invention also includes several second fixed plates 8 and several second lassos 5, corresponding one of second fixed plate 8 the
Two raw bamboos 3, the front of the second fixed plate 8 are the cambered surface that corresponding second raw bamboo, 3 side matches, and the second raw bamboo 3 is embedded in correspondence
On the front of second fixed plate 8, it is two groups that all second fixed plates 8, which are divided to, wherein each second is solid in first group of second fixed plate 8
The back side of fixed board 8 is both secured on the one side of the second connecting plate 6, the back of each second fixed plate 8 in second group of second fixed plate 8
Face is both secured on the another side of the second connecting plate 6, and the second connecting plate 6, each second fixed plate 8 and each second raw bamboo 3 cover
It is connected in the second lasso 5.
Specifically, each first fixed plate 7 is circumferentially uniformly fixed on the side of center steel pipe 1；First group of second fixed plate 8
In each second fixed plate 8 be sequentially distributed from top to bottom；Each second fixed plate 8 in second group of second fixed plate 8 is from top to bottom
It is sequentially distributed；The number of first raw bamboo 2 is 6, and column is cylindrical structure；The number of second raw bamboo 3 is 6, and beam is cuboid
Structure.
Claims (7)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611192816.4A CN106703194B (en) | 2016-12-21 | 2016-12-21 | A kind of beam column semi-rigid connection structure based on raw bamboo skeleton |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611192816.4A CN106703194B (en) | 2016-12-21 | 2016-12-21 | A kind of beam column semi-rigid connection structure based on raw bamboo skeleton |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106703194A CN106703194A (en) | 2017-05-24 |
| CN106703194B true CN106703194B (en) | 2019-02-01 |
Family
ID=58938608
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611192816.4A Expired - Fee Related CN106703194B (en) | 2016-12-21 | 2016-12-21 | A kind of beam column semi-rigid connection structure based on raw bamboo skeleton |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106703194B (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107268789A (en) * | 2017-07-27 | 2017-10-20 | 西安建筑科技大学 | A kind of raw bamboo end connecting |
| CN109296078B (en) * | 2018-10-23 | 2023-12-08 | 苏州昆仑绿建木结构科技股份有限公司 | Assembled bamboo-wood beam-column joint connecting device |
| CN113463837A (en) * | 2020-03-31 | 2021-10-01 | 中国地质大学（北京） | Combined rectangular beam and manufacturing method thereof |
| CN111851742B (en) * | 2020-07-14 | 2021-06-25 | 四川绿建西宜建设工程有限公司 | Bamboo arch structure of bamboo shop roof and construction process |
| CN111946082B (en) * | 2020-07-30 | 2021-11-23 | 湄洲湾职业技术学院 | Method for reinforcing beam-column mortise-tenon joints of wooden-structure ancient building |
| CN113668705B (en) * | 2021-10-25 | 2022-07-01 | 天津大学 | Raw bamboo column assembly, raw bamboo truss girder-raw bamboo column connection node and construction method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006214239A (en) * | 2005-02-07 | 2006-08-17 | Kagoshima Univ | Beam-column semi-rigid connection structure and steel frame |
| CN203878764U (en) * | 2014-03-28 | 2014-10-15 | 西安建筑科技大学 | Raw bamboo beam column connecting joint |
| CN203924365U (en) * | 2014-07-10 | 2014-11-05 | 海南大学 | The two Europe of novel former bamboo structure node connector |
| CN204510615U (en) * | 2014-12-30 | 2015-07-29 | 南京林业大学 | A kind of cellular FRP bio-matrix plastic mixture cylinder |
| CN204850239U (en) * | 2015-08-18 | 2015-12-09 | 西安建筑科技大学 | Former bamboo beam column construction |
| KR20160035541A (en) * | 2015-08-17 | 2016-03-31 | 경희대학교 산학협력단 | the self positioning joint structure between precast steel-concrete composite column and precast steel-concrete composite beam |
-
2016
- 2016-12-21 CN CN201611192816.4A patent/CN106703194B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006214239A (en) * | 2005-02-07 | 2006-08-17 | Kagoshima Univ | Beam-column semi-rigid connection structure and steel frame |
| CN203878764U (en) * | 2014-03-28 | 2014-10-15 | 西安建筑科技大学 | Raw bamboo beam column connecting joint |
| CN203924365U (en) * | 2014-07-10 | 2014-11-05 | 海南大学 | The two Europe of novel former bamboo structure node connector |
| CN204510615U (en) * | 2014-12-30 | 2015-07-29 | 南京林业大学 | A kind of cellular FRP bio-matrix plastic mixture cylinder |
| KR20160035541A (en) * | 2015-08-17 | 2016-03-31 | 경희대학교 산학협력단 | the self positioning joint structure between precast steel-concrete composite column and precast steel-concrete composite beam |
| CN204850239U (en) * | 2015-08-18 | 2015-12-09 | 西安建筑科技大学 | Former bamboo beam column construction |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106703194A (en) | 2017-05-24 |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190201 Termination date: 20211221 |
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| CF01 | Termination of patent right due to non-payment of annual fee |