CN206110367U - Strenghthened type assembled wood frame structure beam column node - Google Patents
Strenghthened type assembled wood frame structure beam column node Download PDFInfo
- Publication number
- CN206110367U CN206110367U CN201621124157.6U CN201621124157U CN206110367U CN 206110367 U CN206110367 U CN 206110367U CN 201621124157 U CN201621124157 U CN 201621124157U CN 206110367 U CN206110367 U CN 206110367U
- Authority
- CN
- China
- Prior art keywords
- bolt
- wooden
- wooden frame
- corner fittings
- shaped connector
- 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
- 239000002023 wood Substances 0.000 title claims abstract description 28
- 238000010276 construction Methods 0.000 claims abstract description 10
- 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
- 239000010935 stainless steel Substances 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims 4
- 235000010627 Phaseolus vulgaris Nutrition 0.000 claims 3
- 244000046052 Phaseolus vulgaris Species 0.000 claims 3
- 239000000956 alloy Substances 0.000 claims 1
- 238000005728 strengthening Methods 0.000 claims 1
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 230000008878 coupling Effects 0.000 abstract 1
- 238000010168 coupling process Methods 0.000 abstract 1
- 238000005859 coupling reaction Methods 0.000 abstract 1
- 230000002349 favourable effect Effects 0.000 abstract 1
- 238000013461 design Methods 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 4
- 238000005260 corrosion Methods 0.000 description 3
- 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
- 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
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
技术领域technical field
本实用新型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 utility model relates to an assembled beam-column joint of a wooden frame structure, which is mainly used in low-rise wooden 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
本实用新型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 in the known technology, the utility model provides a reinforced assembly beam-column joint of a wooden frame structure, which can realize convenient and reliable connection of the beam-column of the wooden frame structure.
本实用新型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 utility model to solve the technical problems existing in the known technology is: a reinforced assembled wooden 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 ends of the wooden beams are connected to the wooden columns through a U-shaped connector and two reinforced corners, and the side panels of the U-shaped connectors are vertically arranged and have a height equal to that of the wooden beams. equal, the bottom plate of the U-shaped connector is fixed on the wooden column with bolt I, and the two side plates of the U-shaped connector are respectively inserted into the two vertical slots, and the U Type connectors and the ends of the wooden beams are connected together by bolts 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 corner fittings and the wooden beams are connected together by bolts III, the reinforced corner fittings on the upper side of the wooden beams and the wooden columns are connected together by bolts IV, and the reinforcing corner fittings on the lower side of the wooden beams are connected together by bolts IV. The corner fittings 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.
本实用新型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 utility model has the advantages and positive effects: the wooden beam and the wooden column are connected together by using two vertical slots at the end of the wooden beam and the U-shaped connector inserted in it, and at the same time, two vertical slots distributed up and down are used A reinforced connection structure with reinforced corner pieces has less wood consumption, low cost, high connection strength, high wood utilization rate, simple production, convenient construction, and clear force, which is conducive to the promotion and application of assembled wood frame structures.
附图说明Description of drawings
图1为本实用新型处于分离状态的三维示意图;Fig. 1 is the three-dimensional schematic diagram that the utility model is in the separated state;
图2为本实用新型处于连接状态的三维示意图;Fig. 2 is a three-dimensional schematic diagram of the utility model in a connected state;
图3为本实用新型的木梁端部俯视图。Fig. 3 is the plan view of the wooden beam end of the utility model.
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
为能进一步了解本实用新型的发明内容、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 utility model, 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实用新型的优选实施例进行了描述,但是本实用新型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实用新型的启示下,在不脱离本实用新型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,这些均属于本实用新型的保护范围之内。Although the preferred embodiment of the utility model has been described above in conjunction with the accompanying drawings, the utility model is not limited to the above-mentioned specific implementation, and the above-mentioned specific implementation is only illustrative and not restrictive. Under the enlightenment of the utility model, those skilled in the art can also make many forms without departing from the purpose of the utility model and the protection scope of the claims, and these all belong to the protection scope of the utility model.
Claims (3)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621124157.6U CN206110367U (en) | 2016-10-14 | 2016-10-14 | Strenghthened type assembled wood frame structure beam column node |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621124157.6U CN206110367U (en) | 2016-10-14 | 2016-10-14 | Strenghthened type assembled wood frame structure beam column node |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206110367U true CN206110367U (en) | 2017-04-19 |
Family
ID=58529386
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201621124157.6U Expired - Fee Related CN206110367U (en) | 2016-10-14 | 2016-10-14 | Strenghthened type assembled wood frame structure beam column node |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206110367U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106284690A (en) * | 2016-10-14 | 2017-01-04 | 天津大学 | A kind of reinforced assembled wood frame construction bean column node |
CN110565819A (en) * | 2019-08-29 | 2019-12-13 | 郑州大学 | Concrete-wood connecting structure of pre-buried steel picture peg |
-
2016
- 2016-10-14 CN CN201621124157.6U patent/CN206110367U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106284690A (en) * | 2016-10-14 | 2017-01-04 | 天津大学 | A kind of reinforced assembled wood frame construction bean column node |
CN110565819A (en) * | 2019-08-29 | 2019-12-13 | 郑州大学 | Concrete-wood connecting structure of pre-buried steel picture peg |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN206110325U (en) | Take telescopic assembled wood frame structure beam column node | |
CN106368315A (en) | Assembly type wood frame structure beam-column joint with sleeve | |
CN106284690A (en) | A kind of reinforced assembled wood frame construction bean column node | |
CN110241972A (en) | A new type of assembled glulam-cold-formed thin-walled steel composite beam and its manufacturing method | |
CN105863295A (en) | Reinforcing and repairing structure for purlin and beam node of historic building | |
CN106337504A (en) | Beam column node of assembling type wooden framework structure | |
CN208251329U (en) | A kind of laminated structure energy dissipation node | |
CN206110366U (en) | Assembled wood frame structure beam column node | |
CN203569697U (en) | Assembled timber structure beam column bar planting node | |
CN206110367U (en) | Strenghthened type assembled wood frame structure beam column node | |
CN108590025B (en) | Bamboo green assembled house and construction method thereof | |
CN209260924U (en) | A mortise and tenon joint at the corner of a modular building | |
CN103866863A (en) | Novel raw bamboo connecting structure of floor, wall, beam | |
CN206070732U (en) | A kind of cross timber structure node and its connector | |
CN205654121U (en) | Ancient building purlin is consolidated with girder segment point and is repaired structure | |
CN204456438U (en) | Prefabricated house | |
CN208934252U (en) | A steel-wood composite beam structure | |
CN208152373U (en) | A kind of Novel steel wood assembled wall with V-shaped support | |
CN211228877U (en) | I-shaped aluminum connection structure of aluminum alloy house | |
CN209760653U (en) | Connection structure of wood decorative board and reinforced concrete roof beam | |
CN212358720U (en) | A connection structure of prefabricated wall panels and prefabricated steel frame structural beams | |
CN210459527U (en) | Bamboo laminated wood beam column side node | |
CN205024850U (en) | Hidden power consumption connecting piece of font timber structure returns | |
CN103498512B (en) | A kind of assembled architecture wall beam stablizes syndeton | |
CN110593407B (en) | I-beam aluminum connection structure of aluminum alloy room |
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: 20170419 Termination date: 20171014 |
|
CF01 | Termination of patent right due to non-payment of annual fee |