CN105544738A - Self-locking mortise and tenon type module building connecting joint - Google Patents
Self-locking mortise and tenon type module building connecting joint Download PDFInfo
- Publication number
- CN105544738A CN105544738A CN201610039734.XA CN201610039734A CN105544738A CN 105544738 A CN105544738 A CN 105544738A CN 201610039734 A CN201610039734 A CN 201610039734A CN 105544738 A CN105544738 A CN 105544738A
- Authority
- CN
- China
- Prior art keywords
- mortise
- self
- tenon
- earthly branches
- twelve earthly
- 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
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
-
- 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
- E04B1/5837—Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially circular form
- E04B1/585—Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially circular form with separate connection devices
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
本发明涉及一种自锁榫卯式模块建筑连接节点,包括自锁榫件、自锁卯件和卯件套管,用于连接上模块柱和与其相对应的下模块柱,其中,所述的自锁卯件包括多个上卯头和多个下卯头,上卯头分别设置在上模块柱的各个上柱的下端,下卯头设置分别在下模块柱的各个下柱的上端;所述的自锁榫件包括固定连接在一起的多个上榫头和多个下榫头;上榫头和下榫头的外表面的部分或全部为台阶状,上卯头和下卯头的内表面的部分或全部也为台阶状,相对应的上榫头和上卯头及相对应的下榫头和下卯头的台阶相互匹配。本发明的节点构造简单、合理,且能达到安装的快速、方便,是一种合理的连接节点方式。
The invention relates to a self-locking mortise and tenon type modular building connection node, which includes a self-locking mortise, a self-locking mortise and a mortise sleeve for connecting an upper module column and a corresponding lower module column, wherein the The self-locking mortise includes a plurality of upper mortises and a plurality of lower mortises, the upper mortises are respectively arranged on the lower ends of each upper column of the upper module column, and the lower mortises are respectively arranged on the upper ends of each lower column of the lower module column; The self-locking mortise described above includes a plurality of upper mortises and a plurality of lower mortises fixedly connected together; part or all of the outer surfaces of the upper mortises and lower mortises are stepped, and the parts of the inner surfaces of the upper mortises and lower mortises Or all are also stepped, and the steps of the corresponding upper mortise and upper mortise and the corresponding lower mortise and lower mortise match each other. The node structure of the invention is simple and reasonable, and can achieve fast and convenient installation, which is a reasonable way of connecting nodes.
Description
技术领域technical field
本发明涉及一种模块建筑中上下模块单元的中柱连接节点,更具体地说,此连接节点适用于模块连接的中柱、边柱以及角柱部位。The invention relates to a central column connection node of upper and lower module units in a modular building, more specifically, the connection node is suitable for the central column, side column and corner column of the module connection.
背景技术Background technique
钢结构模块建筑是一种高度装配式建筑,是将传统的房屋以单个房间或者一定的三维建筑空间为建筑模块单元进行划分,可以提前在工厂预制加工,完成后运输至现场进行安装连接,具有施工速度快、绿色环保、节约人力物力等优点,是新一种新兴的、发展前景广阔的建筑形式。The steel structure modular building is a highly prefabricated building. It divides the traditional house into a single room or a certain three-dimensional building space as a building module unit. It can be prefabricated and processed in the factory in advance, and transported to the site for installation and connection after completion. With the advantages of fast construction speed, green environmental protection, and saving manpower and material resources, it is a new emerging architectural form with broad development prospects.
模块建筑与传统的建筑建造方式不同,传统的建筑在中间节点处一般是单柱四梁,而模块建筑由于其模块单元都是在工厂加工完毕,运输到现场组装,这就造成模块建筑在中间连接节点处出现了“八柱十六梁”的连接节点,到底连接位置处没有焊接空间,连接方式处理困难,严重制约了模块建筑的发展,目前国内模块建筑的连接方式极少,研究也非常有限。提出一种新型的钢结构模块连接节点,即能达到现场安装快速方便、尽量少焊接以至于达到现场无焊接,又能达到结构安全、可靠的受力性能要求,是一个亟待解决的问题。The modular building is different from the traditional building construction method. The traditional building generally has a single column and four beams at the middle node, while the modular building has its module units processed in the factory and transported to the site for assembly, which results in a modular building in the middle. There are "eight columns and sixteen beams" connection nodes at the connection nodes. After all, there is no welding space at the connection position, and the connection method is difficult to deal with, which seriously restricts the development of modular buildings. At present, there are very few connection methods for domestic modular buildings, and the research is very limited. limited. It is an urgent problem to propose a new type of steel structure module connection node, which can achieve fast and convenient on-site installation, minimize welding to achieve no welding on site, and meet the requirements of structural safety and reliable mechanical performance.
发明内容Contents of the invention
本发明主要提供了一种模块建筑中上下模块单元的连接节点,可达到施工速度快,现场无焊接、构造简单、安装方便的要求。本发明的技术方案如下:The invention mainly provides a connection node of upper and lower module units in a modular building, which can meet the requirements of fast construction speed, no welding on site, simple structure and convenient installation. Technical scheme of the present invention is as follows:
一种自锁榫卯式模块建筑连接节点,包括自锁榫件、自锁卯件和卯件套管,用于连接上模块柱和与其相对应的下模块柱,其中,所述的自锁卯件包括多个上卯头和多个下卯头,上卯头分别设置在上模块柱的各个上柱的下端,下卯头设置分别在下模块柱的各个下柱的上端;所述的自锁榫件包括固定连接在一起的多个上榫头和多个下榫头;上榫头和下榫头的外表面的部分或全部为台阶状,上卯头和下卯头的内表面的部分或全部也为台阶状,相对应的上榫头和上卯头及相对应的下榫头和下卯头的台阶相互匹配。A self-locking mortise and tenon type modular building connection node, including a self-locking tenon, a self-locking mortise and a mortise sleeve, used to connect the upper module column and the corresponding lower module column, wherein the self-locking The sockets include a plurality of upper sockets and a plurality of lower sockets, the upper sockets are respectively arranged on the lower ends of the upper columns of the upper module columns, and the lower sockets are respectively arranged on the upper ends of the lower columns of the lower module columns; The locking tenon includes a plurality of upper tenons and a plurality of lower tenons fixedly connected together; part or all of the outer surfaces of the upper tenons and the lower tenons are stepped, and part or all of the inner surfaces of the upper tenons and the lower tenons are also stepped. It is stepped, and the steps of the corresponding upper mortise and upper mortise and the corresponding lower mortise and lower mortise match each other.
作为优选实施方式,在各个上卯头和下卯头的外面均设置有卯件套管。As a preferred embodiment, a shank sleeve is provided on the outer surface of each of the upper shank and the lower shank.
本发明可以解决模块建筑中上下模块单元的连接问题。节点的构造简单、合理,且能达到安装的快速、方便,是一种合理的连接节点方式。The invention can solve the connection problem of the upper and lower modular units in the modular building. The structure of the nodes is simple and reasonable, and can achieve fast and convenient installation, which is a reasonable way to connect nodes.
附图说明Description of drawings
图1为本发明主视图;Fig. 1 is a front view of the present invention;
图2为本发明榫件示意图;Fig. 2 is a schematic diagram of tenons of the present invention;
图3为本发明卯件示意图;Fig. 3 is a schematic diagram of the socket of the present invention;
图4为本发明卯件与下柱连接的套管示意图;Fig. 4 is the casing schematic diagram that socket of the present invention is connected with lower post;
图5为本发明榫件和卯件连接完成示意图;Fig. 5 is the schematic diagram of the completion of tenon and mortise connection of the present invention;
图6为模块中柱连接节点完成示意图。Figure 6 is a schematic diagram of the completion of the column connection node in the module.
图中,1:上模块柱,2:地板梁,3:下模块柱,4:天花板梁,5:自锁榫件,6:自锁卯件,7榫头,8:榫头连接板,9:卯头,10:卯头连接板,11:卯件套管。In the figure, 1: upper module column, 2: floor beam, 3: lower module column, 4: ceiling beam, 5: self-locking tenon, 6: self-locking tenon, 7 tenon, 8: tenon connecting plate, 9: Mao head, 10: socket connecting plate, 11: socket sleeve.
具体实施方式detailed description
如图1所示,本发明的自锁榫卯式模块建筑连接节点包括榫头7、榫头连接板8、卯头9、卯头连接板10和卯件套管11。其中,榫头7焊接在榫头连接板8上,卯头9首先与卯头连接板10焊接在一起,接着将卯头套管11与卯头连接板焊接连接,然后将整体与上模块柱1焊接相连,最后将地板梁2分别于上模块柱1和卯件套管11焊接相连。其余的模块柱用同样的方法进行处理。此时带卯件的模块单元制作完毕。As shown in FIG. 1 , the self-locking mortise and tenon type modular building connection node of the present invention includes a mortise 7 , a mortise connection plate 8 , a mortise 9 , a mortise connection plate 10 and a mortise sleeve 11 . Among them, the mortise 7 is welded on the mortise connecting plate 8, the mortise 9 is first welded together with the mortise connecting plate 10, then the mortise sleeve 11 is welded to the mortise connecting plate, and then the whole is welded to the upper module column 1 , and finally the floor beam 2 is welded to the upper module column 1 and the socket 11 respectively. The remaining modular columns are treated in the same way. This moment, the modular unit with the shank is finished.
自锁榫头相对的两侧为台阶状,台阶数以及榫头的尺寸可根据连接节点的受力进行调整,并且必须与卯件完全匹配,两排榫头中间留有空隙,在施工过程中上部模块通过重力作用或某种措施,使榫头插入卯件中,插入过程中,榫头中间的间隙可以提供两排榫头向内伸缩的空间,待榫头全部插入卯件之后,榫头自动回复原位,此时榫头与卯件自动锁紧,上下模块单元连接完毕。通过自锁榫件、自锁卯件和套管的共同作用,连接节点可以达到抗拉、抗剪以及抗弯的力学性能要求,并且可以实现现场无焊接。The opposite sides of the self-locking mortise are stepped. The number of steps and the size of the mortise can be adjusted according to the force of the connection node, and must be completely matched with the mortise. There is a gap between the two rows of mortise. During the construction process, the upper module passes through. Gravity or some kind of measures allow the tenons to be inserted into the mortise. During the insertion process, the gap between the tenons can provide space for the two rows of tenons to expand and contract inward. After all the tenons are inserted into the mortise, the tenons will automatically return to their original positions. It is automatically locked with the shank, and the upper and lower module units are connected. Through the joint action of self-locking mortise, self-locking mortise and casing, the connection node can meet the mechanical performance requirements of tensile, shear and bending resistance, and can realize no welding on site.
如图2,图3所示,两排榫头之间有一定的间隙,上下模块运输到现场组装过程中,首先将自锁榫件放置与下模块单元柱顶,然后将上模块单元吊装到安装位置,在上模块单元的重力作用下,榫头向内收缩,待榫头完全插入卯头之后,榫头自动归置原位,榫头和卯头自动锁紧,至此上下模块单元安装完毕。As shown in Figure 2 and Figure 3, there is a certain gap between the two rows of tenons. When the upper and lower modules are transported to the site for assembly, first place the self-locking tenons on the top of the lower module unit column, and then hoist the upper module unit to the installation Under the gravity of the upper module unit, the mortise shrinks inward. After the mortise is fully inserted into the mortise, the mortise automatically returns to its original position, and the tenon and mortise are automatically locked. At this point, the upper and lower module units are installed.
图5为榫件与卯件完成连接后的形态,通过自锁榫件、自锁卯件和套管的共同作用,连接节点可以达到抗拉、抗压、抗剪以及抗弯的力学性能要求,对于中柱、边柱和角柱榫头的个数分别为8、4和2,榫头连接板的上下榫头对称布置,对于中柱和边柱榫件,尤其中柱连接节点,为了考虑受力的双向性,一半榫头的布置方向可以调整,即可以旋转90度,此时柱内卯件做出相应调整即可。自锁节点的榫卯长度需要根据计算后确定。Figure 5 shows the shape of the mortise and mortise after the connection is completed. Through the joint action of the self-locking mortise, self-locking mortise and sleeve, the joint can meet the mechanical performance requirements of tensile, compressive, shear and bending resistance , the number of mortises for the center column, side column and corner column is 8, 4 and 2 respectively, and the upper and lower tenons of the tenon connecting plate are arranged symmetrically. Bi-directional, the arrangement direction of half of the mortise can be adjusted, that is, it can be rotated 90 degrees, and at this time, the inner mortise of the column can be adjusted accordingly. The mortise and tenon length of the self-locking joint needs to be determined after calculation.
Claims (3)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610039734.XA CN105544738A (en) | 2016-01-20 | 2016-01-20 | Self-locking mortise and tenon type module building connecting joint |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610039734.XA CN105544738A (en) | 2016-01-20 | 2016-01-20 | Self-locking mortise and tenon type module building connecting joint |
Publications (1)
Publication Number | Publication Date |
---|---|
CN105544738A true CN105544738A (en) | 2016-05-04 |
Family
ID=55824254
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201610039734.XA Pending CN105544738A (en) | 2016-01-20 | 2016-01-20 | Self-locking mortise and tenon type module building connecting joint |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN105544738A (en) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107587603A (en) * | 2016-07-08 | 2018-01-16 | 曹海彦 | Structure with assembled lightweight steel and its installation method |
CN108894339A (en) * | 2018-07-23 | 2018-11-27 | 中铁时代建筑设计院有限公司 | A kind of tenon coupling attachment device of modular unit centre Column border node |
CN109537758A (en) * | 2018-12-17 | 2019-03-29 | 天津大学 | A kind of self-locking mortise and tenon type building module vibration isolator rubber bearing |
CN110291874A (en) * | 2019-01-04 | 2019-10-01 | 丰疆智能科技股份有限公司 | High-speed transplanter and rice shoot replenishment device |
CN110792175A (en) * | 2019-10-23 | 2020-02-14 | 中冶天工集团有限公司 | Vertical installation mortise and tenon joint type node of modular building and construction method |
CN111610151A (en) * | 2020-05-19 | 2020-09-01 | 南昌大学 | A mobile vehicle-mounted electromagnetic wave multispectrometer system and imaging method |
CN113323483A (en) * | 2021-05-31 | 2021-08-31 | 天津大学仁爱学院 | Beam column structure with cross-shaped buckling tenon type energy dissipation beam column node |
CN113982111A (en) * | 2021-11-03 | 2022-01-28 | 常州大学 | Double-beam modular steel structure interpolation self-locking node |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1559583A1 (en) * | 1965-07-15 | 1971-09-16 | Kubota Ltd | Building pillars with connecting flanges for attaching beams |
KR20130109298A (en) * | 2012-03-27 | 2013-10-08 | 주식회사 대흥피씨이 | Joint structure of pc column with non-sleeve |
CN103866869A (en) * | 2014-03-11 | 2014-06-18 | 同济大学 | Reinforced steel pipe column and H-shaped beam connection node |
CN104328839A (en) * | 2014-08-11 | 2015-02-04 | 美国国绿投资集团 | Connecting structure for column bearing integrated building modules |
CN204570938U (en) * | 2015-01-23 | 2015-08-19 | 柏宇 | The connected system of building module adjacent cells |
CN104947803A (en) * | 2015-06-18 | 2015-09-30 | 北京大工简筑科技有限公司 | Prefabricated slab and column mortise and tenon type connecting joint and installation method |
CN205329865U (en) * | 2016-01-20 | 2016-06-22 | 天津大学 | Auto -lock mortise type module building connected node |
-
2016
- 2016-01-20 CN CN201610039734.XA patent/CN105544738A/en active Pending
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1559583A1 (en) * | 1965-07-15 | 1971-09-16 | Kubota Ltd | Building pillars with connecting flanges for attaching beams |
KR20130109298A (en) * | 2012-03-27 | 2013-10-08 | 주식회사 대흥피씨이 | Joint structure of pc column with non-sleeve |
CN103866869A (en) * | 2014-03-11 | 2014-06-18 | 同济大学 | Reinforced steel pipe column and H-shaped beam connection node |
CN104328839A (en) * | 2014-08-11 | 2015-02-04 | 美国国绿投资集团 | Connecting structure for column bearing integrated building modules |
CN204570938U (en) * | 2015-01-23 | 2015-08-19 | 柏宇 | The connected system of building module adjacent cells |
CN104947803A (en) * | 2015-06-18 | 2015-09-30 | 北京大工简筑科技有限公司 | Prefabricated slab and column mortise and tenon type connecting joint and installation method |
CN205329865U (en) * | 2016-01-20 | 2016-06-22 | 天津大学 | Auto -lock mortise type module building connected node |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107587603A (en) * | 2016-07-08 | 2018-01-16 | 曹海彦 | Structure with assembled lightweight steel and its installation method |
CN108894339A (en) * | 2018-07-23 | 2018-11-27 | 中铁时代建筑设计院有限公司 | A kind of tenon coupling attachment device of modular unit centre Column border node |
CN109537758A (en) * | 2018-12-17 | 2019-03-29 | 天津大学 | A kind of self-locking mortise and tenon type building module vibration isolator rubber bearing |
CN110291874A (en) * | 2019-01-04 | 2019-10-01 | 丰疆智能科技股份有限公司 | High-speed transplanter and rice shoot replenishment device |
CN110792175A (en) * | 2019-10-23 | 2020-02-14 | 中冶天工集团有限公司 | Vertical installation mortise and tenon joint type node of modular building and construction method |
CN111610151A (en) * | 2020-05-19 | 2020-09-01 | 南昌大学 | A mobile vehicle-mounted electromagnetic wave multispectrometer system and imaging method |
CN113323483A (en) * | 2021-05-31 | 2021-08-31 | 天津大学仁爱学院 | Beam column structure with cross-shaped buckling tenon type energy dissipation beam column node |
CN113982111A (en) * | 2021-11-03 | 2022-01-28 | 常州大学 | Double-beam modular steel structure interpolation self-locking node |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105544738A (en) | Self-locking mortise and tenon type module building connecting joint | |
CN206157897U (en) | Assembled steel construction of high -rise structure system | |
CN205329865U (en) | Auto -lock mortise type module building connected node | |
CN204876092U (en) | Mortise type module building bight connected node | |
CN106836488A (en) | A kind of timber structure cross steel plate node connection | |
CN107587603A (en) | Structure with assembled lightweight steel and its installation method | |
CN205024849U (en) | Wood structure building beam -column connection node structure | |
WO2019196627A1 (en) | Method for constructing building frame and building frame | |
CN103993691B (en) | A kind of integrated form flooring module and assembling method thereof | |
CN201809858U (en) | Combined house | |
CN106013441A (en) | Connecting casing with steel structure | |
CN105649205A (en) | Connection structure of wood frame post among many high-rise timber structures | |
CN104989098A (en) | Laminated plate support frame | |
CN106760139B (en) | Externally-attached modularized building structure and construction method thereof | |
CN205663029U (en) | Connection structure of wood frame post among many high-rise timber structures | |
CN208396013U (en) | A kind of modularization composite structure connecting node | |
CN203096926U (en) | Novel substructure module type prefabricated assembled frame structure | |
CN105421614A (en) | Construction method of prefabricated shear wall dry type vertical connection joint | |
CN209260924U (en) | A mortise and tenon joint at the corner of a modular building | |
CN220521552U (en) | Module building self-locking connection node capable of unlocking | |
CN104674949A (en) | Portable shelter | |
CN210151986U (en) | An assembled wall | |
CN209277286U (en) | A kind of open air bamboo matter assembled Two bors d's oeuveres beam column construction | |
CN110206136A (en) | A kind of prefabricated buildings and its assembling assembly | |
KR102580908B1 (en) | The combined structure of the steel 3D modular unit and the construction method of the modular structure using the same |
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 |
Application publication date: 20160504 |
|
WD01 | Invention patent application deemed withdrawn after publication |