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
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- CN
- China
- Prior art keywords
- tenon
- earthly branches
- twelve earthly
- self
- locking
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- 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.)
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Classifications
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- 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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
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- 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
The invention relates to a self-locking mortise and tenon type module building connecting joint. The connecting joint comprises a self-locking mortise part, a self-locking tenon part and a tenon part sleeve which are used for connecting an upper module column and a corresponding lower module column. The self-locking tenon part comprises multiple upper tenon heads and multiple lower tenon heads. The upper tenon heads are arranged at the lower ends of all upper columns of the upper module column respectively. The lower tenon heads are arranged at the upper ends of all lower columns of the lower module column. The self-locking mortise part comprises multiple upper mortise heads and multiple lower mortise heads which are fixedly connected together. Parts of or all the outer surfaces of the upper mortise heads and the lower mortise heads are in step shapes. Parts of or all the inner surfaces of the upper tenon heads and the lower tenon heads are in step shapes. Steps of the corresponding upper mortise heads and the upper tenon heads are matched, and steps of the corresponding lower mortise heads and the lower tenon heads are matched. The connecting joint is simple and reasonable in structure, and fast and convenient to install and is a reasonable connecting joint mode.
Description
Technical field
The present invention relates to the middle column jointing gusset of upper and lower mould module unit in a kind of building module, more particularly, this connected node is applicable to the center pillar of model calling, side column and corner post position.
Background technology
Steel structure module building is a kind of height assembled architecture, be by traditional house with single room or certain three-dimensional building space for building block unit divides, can be prefabricated in the factory processing in advance, the scene that is transported to after completing is carried out installation and is connected, having that speed of application is fast, environmental protection, the advantage such as use manpower and material resources sparingly, is new a kind of emerging, building types that development prospect is wide.
Building module is different from traditional architecture construction mode, traditional building is generally single-column four beam at intermediate node place, and building module due to its modular unit be all complete in factory process, be transported to Assembling, this just caused building module to occur at intermediate connecting node place connected node of " eight post 16 beams ", space is not welded by link position place on earth, connected mode difficult treatment, seriously constrain the development of building module, the connected mode of current domestic building module is few, studies also very limited.Propose a kind of novel steel structure module connected node, can reach that in-site installation is quick and convenient, as far as possible few welding to such an extent as to reach on-the-spot welding, can reach again structural safety, stress performance requirement reliably, be a problem demanding prompt solution.
Summary of the invention
Invention broadly provides the connected node of upper and lower mould module unit in a kind of building module, speed of application can be reached fast, on-the-spot welding, simple structure, requirement easy for installation.Technical scheme of the present invention is as follows:
A kind of self-locking mortise and tenon type building module connected node, comprise self-locking tenon part, self-locking fourth of the twelve Earthly Branches part and fourth of the twelve Earthly Branches part sleeve pipe, for connecting upper module post and lower module post corresponding thereto, wherein, described self-locking fourth of the twelve Earthly Branches part comprises multiple upper fourth of the twelve Earthly Branches head and multiple lower fourths of the twelve Earthly Branches head, upper fourth of the twelve Earthly Branches head is separately positioned on the lower end of each upper prop of upper module post, and lower fourth of the twelve Earthly Branches head arranges respectively in the upper end of each lower prop of lower module post; Described self-locking tenon part comprises the multiple upper tenon and multiple lower tenon that are fixed together; The external surface of upper tenon and lower tenon be partly or entirely step-like, the inner surface of the Tou Hexia fourth of the twelve Earthly Branches, upper fourth of the twelve Earthly Branches head part or all of is also that the step of step-like, corresponding upper tenon and upper fourth of the twelve Earthly Branches head and corresponding lower tenon and lower fourth of the twelve Earthly Branches head mates mutually.
Preferably, on each, the outside of fourth of the twelve Earthly Branches Tou Hexia fourth of the twelve Earthly Branches head is provided with fourth of the twelve Earthly Branches part sleeve pipe.
The present invention can solve the connectivity problem of upper and lower mould module unit in building module.The simple structure of node, rationally, and the quick, convenient of installation can be reached, be a kind of reasonably connected node mode.
Accompanying drawing explanation
Fig. 1 is front view of the present invention;
Fig. 2 is tenon part schematic diagram of the present invention;
Fig. 3 is the fourth of the twelve Earthly Branches of the present invention part schematic diagram;
Fig. 4 is the sleeve pipe schematic diagram that the fourth of the twelve Earthly Branches of the present invention part is connected with lower prop;
Fig. 5 is that tenon part of the present invention has been connected schematic diagram with fourth of the twelve Earthly Branches part;
Fig. 6 is that in module, column jointing gusset completes schematic diagram.
In figure, 1: upper module post, 2: joist, 3: lower module post, 4: smallpox plate-girder, 5: self-locking tenon part, 6: self-locking fourth of the twelve Earthly Branches part, 7 tenons, 8: tenon junction plate, 9: fourth of the twelve Earthly Branches head, 10: fourth of the twelve Earthly Branches head junction plate, 11: fourth of the twelve Earthly Branches part sleeve pipe.
Detailed description of the invention
As shown in Figure 1, self-locking mortise and tenon type building module connected node of the present invention comprises tenon 7, tenon junction plate 8, the fourth of the twelve Earthly Branches 9, fourth of the twelve Earthly Branches head junction plate 10 and fourth of the twelve Earthly Branches part sleeve pipe 11.Wherein, tenon 7 is welded on tenon junction plate 8, first the fourth of the twelve Earthly Branches 9 welds together with fourth of the twelve Earthly Branches head junction plate 10, then fourth of the twelve Earthly Branches head casing tube 11 and fourth of the twelve Earthly Branches head junction plate are welded to connect, then entirety and upper module post 1 are weldingly connected, finally joist 2 are weldingly connected respectively at upper module post 1 and fourth of the twelve Earthly Branches part sleeve pipe 11.Remaining module post uses the same method and processes.Now the modular unit of fourth of the twelve Earthly Branches part is with to make complete.
The both sides that self-locking tenon is relative are step-like, the size of number of steps and tenon can adjust according to the stressed of connected node, and must mate completely with fourth of the twelve Earthly Branches part, space is left in the middle of two row's tenons, in work progress middle and upper part module by Action of Gravity Field or certain measure, tenon is made to insert in the part of the fourth of the twelve Earthly Branches, in insertion process, the space that gap in the middle of tenon can provide two row's tenons inwardly to stretch, after treating that tenon all inserts fourth of the twelve Earthly Branches part, tenon automatically replies original position, now tenon and fourth of the twelve Earthly Branches part automatic locking, and upper and lower mould module unit connects complete.By the acting in conjunction of self-locking tenon part, self-locking fourth of the twelve Earthly Branches part and sleeve pipe, connected node can reach the mechanical property requirements of tension, shearing resistance and bending resistance, and can realize on-the-spot welding.
As Fig. 2, shown in Fig. 3, have certain gap between two row's tenons, upper and lower module is transported in Assembling process, first self-locking tenon part is placed and lower module unit capital, then by upper module unit lifting to installation site, under the Action of Gravity Field of upper module unit, tenon inwardly shrinks, after treating that tenon inserts fourth of the twelve Earthly Branches head completely, tenon puts in order original position automatically, and tenon and fourth of the twelve Earthly Branches head automatic locking, so far upper and lower mould module unit installs.
Fig. 5 is that tenon part completes the form after being connected with fourth of the twelve Earthly Branches part, by the acting in conjunction of self-locking tenon part, self-locking fourth of the twelve Earthly Branches part and sleeve pipe, connected node can reach the mechanical property requirements of tension, resistance to compression, shearing resistance and bending resistance, number for center pillar, side column and corner post tenon is respectively 8,4 and 2, the tenon up and down of tenon junction plate is arranged symmetrically with, for center pillar and side column tenon part, especially middle column jointing gusset, in order to consider stressed amphicheirality, the arranged direction of half tenon can adjust, namely can 90-degree rotation, now in post, fourth of the twelve Earthly Branches part makes corresponding adjustment.The Tenon length of self-locking node needs to determine according to after calculating.
Claims (3)
1. a self-locking mortise and tenon type building module connected node, comprise self-locking tenon part, self-locking fourth of the twelve Earthly Branches part and fourth of the twelve Earthly Branches part sleeve pipe, for connecting upper module post and lower module post corresponding thereto, wherein, described self-locking fourth of the twelve Earthly Branches part comprises multiple upper fourth of the twelve Earthly Branches head and multiple lower fourths of the twelve Earthly Branches head, upper fourth of the twelve Earthly Branches head is separately positioned on the lower end of each upper prop of upper module post, and lower fourth of the twelve Earthly Branches head is arranged respectively in the upper end of each lower prop of lower module post.Described self-locking tenon part comprises the multiple upper tenon and multiple lower tenon that are fixed together; The external surface of upper tenon and lower tenon be partly or entirely step-like, the inner surface of the Tou Hexia fourth of the twelve Earthly Branches, upper fourth of the twelve Earthly Branches head part or all of is also that the step of step-like, corresponding upper tenon and upper fourth of the twelve Earthly Branches head and corresponding lower tenon and lower fourth of the twelve Earthly Branches head mates mutually.
2. mortise and tenon type building module connected node according to claim 1, is characterized in that, on each, the outside of fourth of the twelve Earthly Branches Tou Hexia fourth of the twelve Earthly Branches head is provided with fourth of the twelve Earthly Branches part sleeve pipe.
3. mortise and tenon type building module connected node according to claim 1, is characterized in that, described upper module post comprises four upper props, and described lower module post comprises four lower props.
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 |
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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 |
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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 | Mobile vehicle-mounted electromagnetic wave multi-spectrometer 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 |
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| 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 | Mobile vehicle-mounted electromagnetic wave multi-spectrometer 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 |
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Application publication date: 20160504 |