CN106284690A - A kind of reinforced assembled wood frame construction bean column node - Google Patents
A kind of reinforced assembled wood frame construction bean column node Download PDFInfo
- Publication number
- CN106284690A CN106284690A CN201610898095.2A CN201610898095A CN106284690A CN 106284690 A CN106284690 A CN 106284690A CN 201610898095 A CN201610898095 A CN 201610898095A CN 106284690 A CN106284690 A CN 106284690A
- Authority
- CN
- China
- Prior art keywords
- wooden
- column
- reinforced
- bolt
- bolts
- 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.)
- Pending
Links
- 239000002023 wood Substances 0.000 title claims abstract description 31
- 238000010276 construction Methods 0.000 title abstract description 8
- 235000010627 Phaseolus vulgaris Nutrition 0.000 title 1
- 244000046052 Phaseolus vulgaris Species 0.000 title 1
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 9
- 229910000838 Al alloy Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 238000005260 corrosion Methods 0.000 claims description 4
- 239000010935 stainless steel Substances 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract 1
- 238000013461 design Methods 0.000 description 4
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 229910000851 Alloy steel Inorganic materials 0.000 description 1
- 241000771208 Buchanania arborescens Species 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000011160 research Methods 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5825—Connections for building structures in general of bar-shaped building elements with a closed cross-section
- E04B1/5831—Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially rectangular form
-
- 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
- E04B1/2608—Connectors made from folded sheet metal
-
- 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)
- Joining Of Building Structures In Genera (AREA)
Abstract
本发明公开了一种加强型装配式木框架结构梁柱节点,包括木梁、木柱、U型连接件和加强角件;在木梁的端部设有横向中间凹进部和两道竖向插槽;木梁的端部通过一个U型连接件和两个加强角件与木柱连接,U型连接件的底板采用螺栓Ⅰ固接在木柱上,U型连接件的两个侧板分别插装在两道竖向插槽内,U型连接件与木梁的端部采用螺栓Ⅱ连接在一起;在木梁的上下两侧各设置有一加强角件。本发明消耗木材少,造价低,连接强度高,木材利用率高,制作简单,施工方便,受力明确,有利于装配式木框架结构的推广与应用。
The invention discloses a beam-column node of a reinforced assembled wooden frame structure, which comprises a wooden beam, a wooden column, a U-shaped connector and a reinforced corner piece; The end of the wooden beam is connected to the wooden column through a U-shaped connector and two reinforced corners. The bottom plate of the U-shaped connector is fixed on the wooden column with bolts I. The two sides of the U-shaped The boards are respectively inserted into two vertical slots, and the U-shaped connectors are connected with the end of the wooden beam by bolt II; a reinforcing corner piece is provided on the upper and lower sides of the wooden beam. The invention consumes less wood, has low cost, high connection strength, high wood utilization rate, simple manufacture, convenient construction, clear force, and is beneficial to popularization and application of the assembled wood frame structure.
Description
技术领域technical field
本发明涉及一种装配式木框架结构梁柱节点,主要应用在建筑领域的低层木框架结构中。The invention relates to an assembled wood frame structure beam-column joint, which is mainly used in low-rise wood frame structures in the construction field.
背景技术Background technique
由于木材具有取材容易,加工简便,自重较轻,便于运输、装拆,能多次使用等优点,故广泛地用于房屋建筑中。与大部分钢结构、砖石结构系统相比,木结构建筑建造成本低,可现场建造、可构件化或预制。能够承受风载和雪载,抗震性能优越于砖石结构。因此,特别适用于低层的家庭住房、排屋或群落方式的多家庭住房等三层以下的房屋建筑。Because wood has the advantages of easy material acquisition, easy processing, light weight, easy transportation, assembly and disassembly, and multiple uses, it is widely used in house construction. Compared with most steel structure and masonry structure systems, the construction cost of wood structure buildings is low, and it can be constructed on site, componentized or prefabricated. It can withstand wind load and snow load, and its anti-seismic performance is superior to that of masonry structures. Therefore, it is particularly suitable for low-rise family housing, row houses or multi-family housing in a group manner, and other housing buildings below three floors.
我国传统木结构建筑为原木结构,梁柱为榫卯连接,削弱了木构件的牢固性,连接强度低,延性差,木材利用率低。北美轻型木结构采用密排龙骨加高强面板的墙承载体系消耗木材多,造价高,不适合我国乡镇民宅建设。因此,装配式木框架结构更加符合建筑工业化及节能环保的要求。The traditional wooden structure buildings in my country are log structures, and the beams and columns are connected by mortise and tenon joints, which weakens the firmness of wooden components, low connection strength, poor ductility, and low utilization rate of wood. The wall bearing system of densely rowed keels and high-strength panels used in North American light wood structures consumes a lot of wood and is expensive, which is not suitable for the construction of rural houses in my country. Therefore, the prefabricated wood frame structure is more in line with the requirements of building industrialization and energy saving and environmental protection.
而目前装配式木框架结构的研究及应用非常有限,木框架结构的节点形式更不多见。亟需提出一种制作简单、施工方便、受力明确的木框架梁柱节点连接形式,以推动装配式木框架结构的应用。At present, the research and application of prefabricated wood frame structures are very limited, and the joint forms of wood frame structures are even rarer. It is urgent to propose a beam-column joint connection form of wood frame that is simple to manufacture, convenient to construct, and clearly stressed, so as to promote the application of prefabricated wood frame structures.
发明内容Contents of the invention
本发明为解决公知技术中存在的技术问题而提供一种加强型装配式木框架结构梁柱节点,该节点能够实现木框架结构梁柱的方便、可靠连接。In order to solve the technical problems existing in the known technology, the present invention provides a reinforced assembled beam-column joint of a wooden frame structure, which can realize convenient and reliable connection of the beam-column of the wooden frame structure.
本发明为解决公知技术中存在的技术问题所采取的技术方案是:一种加强型装配式木框架结构梁柱节点,包括木梁、木柱、U型连接件和加强角件;在所述木梁的端部设有沿其整个高度延伸的横向中间凹进部和两道竖向插槽,两道所述竖向插槽对称布置在所述横向中间凹进部的左右两侧;所述木梁的端部通过一个所述U型连接件和两个加强角件与所述木柱连接,所述U型连接件的侧板竖直设置并且其高度与所述木梁的高度相等,所述U型连接件的底板采用螺栓Ⅰ固接在所述木柱上,所述U型连接件的两个侧板分别插装在两道所述竖向插槽内,所述U型连接件与所述木梁的端部采用螺栓Ⅱ连接在一起;在所述木梁的上下两侧各设置有一所述加强角件,位于所述木梁上下两侧的两个所述加强角件和所述木梁采用螺栓Ⅲ连接在一起,位于所述木梁上侧的所述加强角件和所述木柱采用螺栓Ⅳ连接在一起,位于所述木梁下侧的所述加强角件和所述木柱采用螺栓Ⅴ连接在一起。The technical solution adopted by the present invention to solve the technical problems existing in the known technology is: a reinforced assembled wood frame structure beam-column node, including wooden beams, wooden columns, U-shaped connectors and reinforced corner pieces; The end of the wooden beam is provided with a transverse central recess extending along its entire height and two vertical slots, and the two vertical slots are symmetrically arranged on the left and right sides of the transverse central recess; The end of the wooden beam is connected to the wooden column through a U-shaped connector and two reinforcing corners, and the side panels of the U-shaped connector are vertically arranged and the height thereof is equal to the height of the wooden beam , the bottom plate of the U-shaped connector is fixed on the wooden column with bolts I, and the two side plates of the U-shaped connector are respectively inserted into the two vertical slots, and the U-shaped The connecting piece and the end of the wooden beam are connected together by bolt II; one reinforcing corner piece is arranged on the upper and lower sides of the wooden beam, and the two reinforcing corners located on the upper and lower sides of the wooden beam The piece and the wooden beam are connected together by bolt III, the reinforced corner piece on the upper side of the wooden beam is connected with the wooden column by bolt IV, and the reinforced corner piece located on the lower side of the wooden beam The pieces and the wooden posts are connected together with bolts V.
所述U型连接件和所述加强角件是采用铝合金材料制成的,所述螺栓Ⅰ、所述螺栓Ⅱ、所述螺栓Ⅲ、所述螺栓Ⅳ和所述螺栓Ⅴ均为不锈钢螺栓、铝合金螺栓或表面设有防腐层的钢螺栓。所述木梁和所述木柱均采用胶合木或方木。The U-shaped connector and the reinforced corner piece are made of aluminum alloy, and the bolt I, the bolt II, the bolt III, the bolt IV and the bolt V are all stainless steel bolts, Aluminum alloy bolts or steel bolts with anti-corrosion coating on the surface. The wooden beams and the wooden columns are all made of glued wood or square wood.
本发明具有的优点和积极效果是:通过采用在木梁端部开设两道竖向插槽并采用插装在其中的U型连接件将木梁和木柱连接在一起,同时采用上下分布的两个加强角件进行加强连接的结构,消耗木材少,造价低,连接强度高,木材利用率高,制作简单,施工方便,受力明确,有利于装配式木框架结构的推广与应用。The advantages and positive effects of the present invention are: by using two vertical slots at the ends of the wooden beams and using U-shaped connectors inserted in them to connect the wooden beams and wooden columns together, and at the same time using two vertical slots distributed up and down. The structure of strengthening the connection by strengthening the corner fittings has less wood consumption, low cost, high connection strength, high wood utilization rate, simple manufacture, convenient construction, and clear force, which is conducive to the promotion and application of the assembled wood frame structure.
附图说明Description of drawings
图1为本发明处于分离状态的三维示意图;Fig. 1 is a three-dimensional schematic diagram of the present invention in a separated state;
图2为本发明处于连接状态的三维示意图;Fig. 2 is a three-dimensional schematic diagram of the present invention in a connected state;
图3为本发明的木梁端部俯视图。Fig. 3 is a plan view of the end of the wooden beam of the present invention.
图中:1、加强角件,2、U型连接件,3、木柱,4、木梁,4-1、横向中间凹进部,4-2、竖向插槽,5、螺栓Ⅱ。In the figure: 1. Reinforced corner piece, 2. U-shaped connector, 3. Wooden column, 4. Wooden beam, 4-1, horizontal middle recess, 4-2, vertical slot, 5, bolt II.
具体实施方式detailed description
为能进一步了解本发明的发明内容、特点及功效,兹例举以下实施例,并配合附图详细说明如下:In order to further understand the invention content, characteristics and effects of the present invention, the following examples are given, and detailed descriptions are as follows in conjunction with the accompanying drawings:
请参阅图1~图3,一种加强型装配式木框架结构梁柱节点,包括木梁4、木柱3、U型连接件2和加强角件1;在所述木梁4的端部设有沿其整个高度延伸的横向中间凹进部4-1和两道竖向插槽4-2,两道所述竖向插槽4-2对称布置在所述横向中间凹进部4-1的左右两侧;所述木梁4的端部通过一个所述U型连接件2和两个加强角件1与所述木柱3连接,所述U型连接件4的侧板竖直设置并且其高度与所述木梁4的高度相等,所述U型连接件2的底板采用螺栓Ⅰ固接在所述木柱3上,所述U型连接件2的两个侧板分别插装在两道所述竖向插槽内,所述U型连接件2与所述木梁4的端部采用螺栓Ⅱ5连接在一起;在所述木梁4的上下两侧各设置有一所述加强角件1,位于所述木梁4上下两侧的两个所述加强角件1和所述木梁4采用螺栓Ⅲ连接在一起,位于所述木梁4上侧的所述加强角件1和所述木柱3采用螺栓Ⅳ连接在一起,位于所述木梁4下侧的所述加强角件1和所述木柱3采用螺栓Ⅴ连接在一起。Please refer to Figures 1 to 3, a beam-column joint of a reinforced assembled wood frame structure, including a wooden beam 4, a wooden column 3, a U-shaped connector 2 and a reinforced corner piece 1; at the end of the wooden beam 4 There is a transverse intermediate recess 4-1 extending along its entire height and two vertical slots 4-2, and the two vertical slots 4-2 are symmetrically arranged in the transverse intermediate recess 4- 1; the end of the wooden beam 4 is connected to the wooden column 3 through a U-shaped connector 2 and two reinforced corners 1, and the side plates of the U-shaped connector 4 are vertical set and its height is equal to the height of the wooden beam 4, the bottom plate of the U-shaped connector 2 is fixed on the wooden column 3 with bolts I, and the two side plates of the U-shaped connector 2 are respectively inserted into Installed in the two vertical slots, the U-shaped connector 2 and the end of the wooden beam 4 are connected together by bolt II5; Reinforced corner fittings 1, the two reinforced corner fittings 1 located on the upper and lower sides of the wooden beam 4 and the wooden beam 4 are connected together by bolts III, and the reinforced corner fittings located on the upper side of the wooden beam 4 1 and the wooden column 3 are connected together by bolt IV, and the reinforcing corner piece 1 located on the lower side of the wooden beam 4 is connected with the wooden column 3 by bolt V.
上述木梁4和木柱3可采用胶合木或方木,在工厂直接预制完成。U型连接件2、加强角件1可采用钢材也可采用铝合金。The above-mentioned wooden beams 4 and wooden columns 3 can be made of glued wood or square wood, which are directly prefabricated in the factory. The U-shaped connecting piece 2 and the reinforced corner piece 1 can be made of steel or aluminum alloy.
在木梁4、木柱3、U型连接件2和加强角件1的预制过程中,应在螺栓连接处开螺栓孔,螺栓孔直径应比螺栓螺杆直径大1~2mm。木梁4应在U型连接件2的插入处预先开槽,开槽宽度应比U型连接件厚度大1~2mm。木梁4开槽后的梁端木材厚度应满足《木结构设计规范》中木材最小厚度的要求。为控制木梁4端部距木柱3的空隙,木梁4端部凹进深度应略大于螺栓Ⅰ的外伸长度。During the prefabrication process of wooden beam 4, wooden column 3, U-shaped connector 2 and reinforced corner piece 1, bolt holes should be opened at the bolt joints, and the diameter of the bolt holes should be 1 to 2 mm larger than the diameter of the bolt screw. The wooden beam 4 should be pre-grooved at the insertion place of the U-shaped connector 2, and the groove width should be 1-2 mm larger than the thickness of the U-shaped connector. The thickness of the wood at the end of the beam after the slotting of the wooden beam 4 should meet the requirements of the minimum thickness of wood in the "Code for Design of Timber Structures". In order to control the gap between the end of the wooden beam 4 and the wooden column 3, the recessed depth of the end of the wooden beam 4 should be slightly greater than the extension length of the bolt I.
当加强角件1及U型连接件2采用钢材时,螺栓Ⅰ的间距、螺栓Ⅱ5的间距、螺栓Ⅲ的间距、螺栓Ⅳ的间距和螺栓Ⅴ的间距应满足《木结构设计规范》中螺栓最小间距要求及《钢结构设计规范》中螺栓间距的要求。螺栓Ⅰ、螺栓Ⅱ5、螺栓Ⅲ、螺栓Ⅳ和螺栓Ⅴ的大小、数量、排数可根据受力要求进行计算。U型连接件2及加强角件1的厚度应满足节点的受力要求。When the reinforced corner piece 1 and the U-shaped connector 2 are made of steel, the spacing of bolts Ⅰ, Ⅱ5, Ⅲ, Ⅳ and Ⅴ shall meet the minimum bolts specified in the "Code for Design of Timber Structures". Spacing requirements and bolt spacing requirements in the "Code for Design of Steel Structures". The size, quantity and number of rows of bolt I, bolt II5, bolt III, bolt IV and bolt V can be calculated according to the force requirements. The thickness of the U-shaped connector 2 and the reinforced corner piece 1 should meet the force requirements of the joint.
当结构处于腐蚀性环境中时,比如沿海地区,对结构有耐腐蚀性要求,U型连接件2和加强角件1可采用铝合金材料。当U型连接件2和加强角件1采用铝合金材料时,螺栓Ⅰ、螺栓Ⅱ5、螺栓Ⅲ、螺栓Ⅳ和螺栓和Ⅴ应采用不锈钢螺栓、铝合金螺栓或表面设有防腐层的钢螺栓,螺栓间距的要求应根据《铝合金结构设计规范》选择。When the structure is in a corrosive environment, such as coastal areas, there is a requirement for corrosion resistance of the structure, and the U-shaped connector 2 and the reinforced corner piece 1 can be made of aluminum alloy. When the U-shaped connector 2 and the reinforced corner piece 1 are made of aluminum alloy, the bolts I, II5, III, IV, and V shall be stainless steel bolts, aluminum alloy bolts or steel bolts with anti-corrosion coating on the surface. The bolt spacing requirements should be selected according to the "Code for Design of Aluminum Alloy Structures".
施工时,首先采用螺栓Ⅰ将U型连接件2连接在木柱3上,然后再用螺栓Ⅱ5将U型连接件2与木梁4连接在一起,最后采用两个分别布置在木梁4上下两侧的加强角件1对梁柱节点进行加强。During construction, first use bolt I to connect the U-shaped connector 2 to the wooden column 3, then use bolt II5 to connect the U-shaped connector 2 to the wooden beam 4, and finally use two The reinforced corner pieces 1 on both sides strengthen the beam-column joints.
尽管上面结合附图对本发明的优选实施例进行了描述,但是本发明并不局限于上述的具体实施方式,上述的具体实施方式仅仅是示意性的,并不是限制性的,本领域的普通技术人员在本发明的启示下,在不脱离本发明宗旨和权利要求所保护的范围情况下,还可以作出很多形式,这些均属于本发明的保护范围之内。Although the preferred embodiments of the present invention have been described above in conjunction with the accompanying drawings, the present invention is not limited to the above-mentioned specific embodiments. The above-mentioned specific embodiments are only illustrative and not restrictive. Those of ordinary skill in the art Under the enlightenment of the present invention, people can also make many forms without departing from the purpose of the present invention and the scope of protection of the claims, and these all belong to the protection scope of the present invention.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610898095.2A CN106284690A (en) | 2016-10-14 | 2016-10-14 | A kind of reinforced assembled wood frame construction bean column node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610898095.2A CN106284690A (en) | 2016-10-14 | 2016-10-14 | A kind of reinforced assembled wood frame construction bean column node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106284690A true CN106284690A (en) | 2017-01-04 |
Family
ID=57718618
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610898095.2A Pending CN106284690A (en) | 2016-10-14 | 2016-10-14 | A kind of reinforced assembled wood frame construction bean column node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106284690A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108396867A (en) * | 2018-05-09 | 2018-08-14 | 上海鼎创建筑设计有限公司 | Multiple wooden frames and the same absolute altitude connection structure of pin and method |
| CN110306667A (en) * | 2018-03-20 | 2019-10-08 | 青岛理工大学 | Pin type connecting mechanism for assembled wood structure reticulated shell |
| CN112177160A (en) * | 2020-09-29 | 2021-01-05 | 哈尔滨工业大学 | A anticorrosive heat protection bridge node system for beam column formula timber structure |
| CN112211301A (en) * | 2020-11-06 | 2021-01-12 | 杭州野盟建筑科技有限公司 | Connection structure of external corner column and foundation column |
| CN112746699A (en) * | 2020-12-24 | 2021-05-04 | 北新房屋有限公司 | Hidden beam connecting fitting and assembled flat slab structure |
| CN115182460A (en) * | 2022-06-20 | 2022-10-14 | 中交一公局集团有限公司 | Assembly type wood structure column and beam assembling structure and method |
| CN116005799A (en) * | 2023-02-09 | 2023-04-25 | 中建八局西北建设有限公司 | Reinforced beam column connection node structure for laminated wood structure and construction method thereof |
| CN116104197A (en) * | 2022-11-29 | 2023-05-12 | 广州大学 | A prefabricated steel mortise and tenon joint and its manufacturing method |
| CN116575572A (en) * | 2023-03-24 | 2023-08-11 | 上海通正铝结构建设科技有限公司 | A prefabricated joint suitable for aluminum-wood composite single-layer reticulated shell structure |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0868120A (en) * | 1994-08-30 | 1996-03-12 | Mikio Aiyama | Joint metal for wooden framework construction method |
| JPH10317495A (en) * | 1997-05-23 | 1998-12-02 | Kazuhiro Ishide | Joint fittings for wooden building |
| CN204151907U (en) * | 2014-08-06 | 2015-02-11 | 上海市建筑科学研究院(集团)有限公司 | A kind of angle steel does the Tenon joint reinforcing structure supported |
| CN104790536A (en) * | 2015-04-27 | 2015-07-22 | 南京工业大学 | Ductility power consumption timber structure node |
| CN105220777A (en) * | 2015-11-04 | 2016-01-06 | 沈阳建筑大学 | Reinforced wooden construction energy dissipation node |
| CN206110367U (en) * | 2016-10-14 | 2017-04-19 | 天津大学 | Strenghthened type assembled wood frame structure beam column node |
-
2016
- 2016-10-14 CN CN201610898095.2A patent/CN106284690A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0868120A (en) * | 1994-08-30 | 1996-03-12 | Mikio Aiyama | Joint metal for wooden framework construction method |
| JPH10317495A (en) * | 1997-05-23 | 1998-12-02 | Kazuhiro Ishide | Joint fittings for wooden building |
| CN204151907U (en) * | 2014-08-06 | 2015-02-11 | 上海市建筑科学研究院(集团)有限公司 | A kind of angle steel does the Tenon joint reinforcing structure supported |
| CN104790536A (en) * | 2015-04-27 | 2015-07-22 | 南京工业大学 | Ductility power consumption timber structure node |
| CN105220777A (en) * | 2015-11-04 | 2016-01-06 | 沈阳建筑大学 | Reinforced wooden construction energy dissipation node |
| CN206110367U (en) * | 2016-10-14 | 2017-04-19 | 天津大学 | Strenghthened type assembled wood frame structure beam column node |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110306667A (en) * | 2018-03-20 | 2019-10-08 | 青岛理工大学 | Pin type connecting mechanism for assembled wood structure reticulated shell |
| CN110306667B (en) * | 2018-03-20 | 2024-05-24 | 青岛理工大学 | An assembled wooden structure lattice shell pin connection mechanism |
| CN108396867A (en) * | 2018-05-09 | 2018-08-14 | 上海鼎创建筑设计有限公司 | Multiple wooden frames and the same absolute altitude connection structure of pin and method |
| CN108396867B (en) * | 2018-05-09 | 2024-05-28 | 上海都市再生实业有限公司 | Structure and method for connecting multiple wood beams and wood columns at same elevation |
| CN112177160A (en) * | 2020-09-29 | 2021-01-05 | 哈尔滨工业大学 | A anticorrosive heat protection bridge node system for beam column formula timber structure |
| CN112177160B (en) * | 2020-09-29 | 2022-06-07 | 哈尔滨工业大学 | A anticorrosive heat protection bridge node system for beam column formula timber structure |
| CN112211301A (en) * | 2020-11-06 | 2021-01-12 | 杭州野盟建筑科技有限公司 | Connection structure of external corner column and foundation column |
| CN112746699A (en) * | 2020-12-24 | 2021-05-04 | 北新房屋有限公司 | Hidden beam connecting fitting and assembled flat slab structure |
| CN115182460A (en) * | 2022-06-20 | 2022-10-14 | 中交一公局集团有限公司 | Assembly type wood structure column and beam assembling structure and method |
| CN116104197A (en) * | 2022-11-29 | 2023-05-12 | 广州大学 | A prefabricated steel mortise and tenon joint and its manufacturing method |
| CN116005799A (en) * | 2023-02-09 | 2023-04-25 | 中建八局西北建设有限公司 | Reinforced beam column connection node structure for laminated wood structure and construction method thereof |
| CN116575572A (en) * | 2023-03-24 | 2023-08-11 | 上海通正铝结构建设科技有限公司 | A prefabricated joint suitable for aluminum-wood composite single-layer reticulated shell structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106368315A (en) | Assembly type wood frame structure beam-column joint with sleeve | |
| CN206110325U (en) | Take telescopic assembled wood frame structure beam column node | |
| CN110241972A (en) | A new type of assembled glulam-cold-formed thin-walled steel composite beam and its manufacturing method | |
| CN103556711A (en) | Assembled wood structure bar planting node and construction method thereof | |
| CN106337504A (en) | Beam column node of assembling type wooden framework structure | |
| CN206110366U (en) | Assembled wood frame structure beam column node | |
| CN203569697U (en) | Assembled timber structure beam column bar planting node | |
| CN208251329U (en) | A kind of laminated structure energy dissipation node | |
| CN206110367U (en) | Strenghthened type assembled wood frame structure beam column node | |
| CN111350307A (en) | Self-locking steel-wood combined component | |
| CN209260924U (en) | A mortise and tenon joint at the corner of a modular building | |
| CN103334528B (en) | Multifunction structure combination roof | |
| CN212201015U (en) | A steel-wood composite beam member | |
| CN205654121U (en) | Ancient building purlin is consolidated with girder segment point and is repaired structure | |
| CN211080676U (en) | A bamboo keel splint shear wall | |
| CN203412160U (en) | Multifunctional novel structural composite roof | |
| CN219060374U (en) | Steel-concrete beam column connection structure | |
| CN212358720U (en) | A connection structure of prefabricated wall panels and prefabricated steel frame structural beams | |
| CN211228877U (en) | I-shaped aluminum connection structure of aluminum alloy house | |
| CN205063025U (en) | Combined type building system | |
| CN205530827U (en) | Light steel room overall structure | |
| CN210713249U (en) | A steel-OSB sandwich composite structure beam-column joint | |
| CN110670762B (en) | Light steel-steel cable-small diameter timber-composite board surface layer in-line combined wall and method | |
| CN209989933U (en) | A new steel-wood/bamboo composite prefabricated structural system | |
| CN209760653U (en) | A connection structure between wooden decorative panels and reinforced concrete beams |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170104 |