CN108316474A - Full bolt assembled building module corner connecting node in length and breadth - Google Patents
Full bolt assembled building module corner connecting node in length and breadth Download PDFInfo
- Publication number
- CN108316474A CN108316474A CN201810126931.4A CN201810126931A CN108316474A CN 108316474 A CN108316474 A CN 108316474A CN 201810126931 A CN201810126931 A CN 201810126931A CN 108316474 A CN108316474 A CN 108316474A
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- China
- Prior art keywords
- module
- column
- plate
- shaped
- coupling beam
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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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- 230000008878 coupling Effects 0.000 claims abstract description 20
- 238000010168 coupling process Methods 0.000 claims abstract description 20
- 238000005859 coupling reaction Methods 0.000 claims abstract description 20
- 241000700647 Variola virus Species 0.000 claims abstract description 11
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 4
- 238000009434 installation Methods 0.000 abstract description 4
- 238000003466 welding Methods 0.000 abstract description 4
- 238000005452 bending Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 abstract description 2
- 238000010008 shearing Methods 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2418—Details of bolting
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2466—Details of the elongated load-supporting parts
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
The invention discloses a kind of full bolt assembled building module corner connecting nodes in length and breadth, plug-in unit is connected including centre, centre connection plug-in unit is set there are one cylinder, perpendicular overhanging coupling beam plate there are two being set in the middle part of cylinder, two overhanging coupling beam plates are orthogonal, cylinder is divided into upper inserting column section and underthrust shell of column by two overhanging coupling beam plates, and upper inserting column section is inserted into consistent manner inside the column bottom of upper module, and underthrust shell of column is inserted into inside the capital of lower module in consistent manner respectively；Two overhanging coupling beam plates are clipped between opposite upper module joist and lower module smallpox plate-girder；Centre connection plug-in unit is bolted together with the upper module and a lower module for being equipped with L-shaped cover board and backing plate, collective effect, connecting node can reach tension, shearing resistance and the mechanical property requirements of bending resistance, and the construction of node is reasonable, it is bolted entirely, live welding, installation and convenient disassembly, can quickly and efficiently complete the Assembling of upper and lower module.
Description
Technical field
The present invention relates to a kind of node of building module, assembled building module corner connects especially a kind of full bolt in length and breadth
Connect node.
Background technology
Steel structure module building is a kind of new model building form indeed, is made of a series of modular unit in three-dimensional building spaces
, most of work is placed on factory and is completed, scene only needs to assemble, and prefabricated rate is high, belongs to the high-end production of assembled architecture
Product are a kind of new emerging, tool construction styles with broad prospects for development.
Building module is different from traditional architecture construction mode, and maximum feature is exactly modular unit prefabrication, scene
Carry out the assembling of three-dimensional complete modular unit.Can building module smoothly build up, and connecting node is key point.It is domestic at present
It is increasing to the research of building module, but module connecting node form is relatively fewer, seriously restricts the development of building module.
It is proposed novel connecting node, can reach in-site installation is quick and convenient, realize live welding but reach structure safety,
Reliable stress performance requirement, is a urgent problem to be solved.
Invention content
The present invention provides a kind of full bolt assembled module is built in length and breadth to solve technical problem present in known technology
Corner connecting node is built, which can reach fast speed of application, scene welding, installation and the requirement of convenient disassembly.
The present invention is adopted the technical scheme that solve technical problem present in known technology：A kind of full bolt is in length and breadth
Assembled building module corner connecting node, including intermediate connection plug-in unit, the intermediate connection plug-in unit set that there are one cylinders, in institute
Perpendicular overhanging coupling beam plate there are two being set in the middle part of cylinder is stated, two overhanging coupling beam plates are orthogonal, the cylinder
It is divided into upper inserting column section and underthrust shell of column by two overhanging coupling beam plates, the upper inserting column section is inserted into a upper module in consistent manner
Column bottom inside, the underthrust shell of column is inserted into consistent manner inside the capital of a lower module, two overhanging coupling beam plates one
One is accordingly clipped between the joist of upper module and the smallpox plate-girder of lower module；In the joist of upper module and the column of upper module
The corner of formation is connected with L-shaped upper cover plate, a upper padding plate is respectively connected on two lateral surfaces of the column of upper module, described in two
Upper padding plate is opposite respectively with the stile of two L-shaped upper cover plates；It is formed in the smallpox plate-girder of lower module and the column of lower module
Corner is connected with L-shaped lower cover, and a lower bolster, two lower bolsters are respectively connected on two lateral surfaces of the column of lower module
It is opposite respectively with the stile of two L-shaped lower covers；In the column of the upper module, the upper inserting column section and opposite L-shaped
The stile and upper padding plate of cover board are bolted using upper level；The column of the lower module, the underthrust shell of column and opposite L
The stile and lower bolster of shape lower cover are bolted using lower horizontal；The L-shaped upper cover plate set gradually from top to bottom
Horizontal sides, the joist of the upper module, the overhanging coupling beam plate, the smallpox plate-girder of the lower module and the L-shaped lower cover
Horizontal sides using being vertically bolted together.
Upper module and lower module are using made of square tube type component.
Upper module and lower module are steel component.
L-shaped upper cover plate opposing upper and lower and L-shaped lower cover harden structure are symmetrical above and below.
The invention has the advantages and positive effects that：Upper and lower module is connected as reliable entirety by node, it is common to make
With connecting node can reach tension, shearing resistance and the mechanical property requirements of bending resistance.And the construction of node is reasonable, full bolt
Connection, live welding, installation and convenient disassembly, can quickly and efficiently complete the Assembling of upper and lower module.
Description of the drawings
Fig. 1 is the structural exploded view of the present invention；
Fig. 2 is the structural schematic diagram of the present invention；
Fig. 3 is the building module schematic diagram using the present invention.
In figure：1, the column of upper module；2, the column of lower module；3, the joist of upper module；4, the smallpox plate-girder of lower module；5、
L-shaped upper cover plate；6, L-shaped lower cover；7, upper padding plate；8, lower bolster；9-1, cylinder；9-2, overhanging coupling beam plate；10, upper level spiral shell
Bolt；11, lower horizontal bolt；12, vertical bolt.
Specific implementation mode
In order to further understand the content, features and effects of the present invention, the following examples are hereby given, and coordinate attached drawing
Detailed description are as follows：
Please refer to Fig.1~Fig. 3, a kind of full bolt assembled building module corner connecting node, including intermediate connection in length and breadth
Plug-in unit, the intermediate connection plug-in unit are set there are one cylinder 9-1, set that there are two perpendicular outer in the middle part of the cylinder 9-1
Coupling beam plate 9-2 is stretched, two overhanging coupling beam plate 9-2 are orthogonal, and the cylinder 9-1 is by two overhanging coupling beam plate 9-2
It is divided into inserting column section and underthrust shell of column, the upper inserting column section is inserted into consistent manner inside the column bottom of a upper module, the underthrust
Shell of column is inserted into consistent manner inside the capital of a lower module, and two overhanging coupling beam plate 9-2 are clipped in upper mold correspondingly
Between the joist 3 of block and the smallpox plate-girder 4 of lower module.
It is connected with L-shaped upper cover plate 5 in the corner that the joist 3 of upper module is formed with the column 1 of upper module, in the column of upper module
A upper padding plate 7, the stile point of two upper padding plates 7 and two L-shaped upper cover plates 5 are respectively connected on 1 two lateral surfaces
It is not opposite；It is connected with L-shaped lower cover 6 in the corner that the smallpox plate-girder 4 of lower module is formed with the column 2 of lower module, in lower module
A lower bolster 8, the stile of two lower bolsters 8 and two L-shaped lower covers 6 are respectively connected on two lateral surfaces of column 2
It is opposite respectively.
The stile and upper padding plate 7 of the column 1 of the upper module, the upper inserting column section and opposite L-shaped upper cover plate 5 are using upper
Portion's leveling screw 10 connects；The stile and underlay of the column 2 of the lower module, the underthrust shell of column and opposite L-shaped lower cover 6
Plate 8 is connected using lower horizontal bolt 11；The horizontal sides of the L-shaped upper cover plate 5 set gradually from top to bottom, the upper module
Joist 3, the overhanging coupling beam plate 9-2, the smallpox plate-girder 4 of the lower module and the L-shaped lower cover 6 horizontal sides use
Vertical bolt 12 links together.
In the present embodiment, upper module and lower module are using made of square tube type component.Upper module and lower module are equal
For steel component.L-shaped upper cover plate 5 opposing upper and lower and 6 structure of L-shaped lower cover are symmetrical above and below.
Although the preferred embodiment of the present invention is described above in conjunction with attached drawing, the invention is not limited in upper
The specific implementation mode stated, the above mentioned embodiment is only schematical, be not it is restrictive, this field it is common
Technical staff under the inspiration of the present invention, in the case where not departing from present inventive concept and scope of the claimed protection, goes back
Many forms can be made, within these are all belonged to the scope of protection of the present invention.
Claims (4)
1. a kind of full bolt assembled building module corner connecting node in length and breadth, which is characterized in that connect plug-in unit, institute including centre
It states intermediate connection plug-in unit to set there are one cylinder, be set in the middle part of the cylinder there are two perpendicular overhanging coupling beam plate, two
The overhanging coupling beam plate is orthogonal, and the cylinder is divided into upper inserting column section and underthrust shell of column, institute by two overhanging coupling beam plates
It states inserting column section to be inserted into consistent manner inside the column bottom of a upper module, the underthrust shell of column is inserted into a lower module in consistent manner
Capital inside, two overhanging coupling beam plates be clipped in correspondingly upper module joist and lower module smallpox plate-girder it
Between；
It is connected with L-shaped upper cover plate in the corner that the joist of upper module and the column of upper module are formed, at two of the column of upper module
A upper padding plate is respectively connected on lateral surface, two upper padding plates are opposite respectively with the stile of two L-shaped upper cover plates；Under
The corner that the smallpox plate-girder of module and the column of lower module are formed is connected with L-shaped lower cover, in two lateral surfaces of the column of lower module
On be respectively connected with a lower bolster, two lower bolsters are opposite respectively with the stile of two L-shaped lower covers；
The stile and upper padding plate of the column of the upper module, the upper inserting column section and opposite L-shaped upper cover plate use upper level
It is bolted；The column of the lower module, the stile of the underthrust shell of column and opposite L-shaped lower cover and lower bolster use lower part
Leveling screw connects；It is the horizontal sides of the L-shaped upper cover plate set gradually from top to bottom, the joist of the upper module, described
The horizontal sides of overhanging coupling beam plate, the smallpox plate-girder of the lower module and the L-shaped lower cover are used and are vertically bolted together.
2. full bolt according to claim 1 assembled building module corner connecting node in length and breadth, which is characterized in that upper mold
Block and lower module are using made of square tube type component.
3. full bolt according to claim 1 assembled building module corner connecting node in length and breadth, which is characterized in that upper mold
Block and lower module are steel component.
4. full bolt according to claim 1 assembled building module corner connecting node in length and breadth, which is characterized in that up and down
Opposite L-shaped upper cover plate and L-shaped lower cover harden structure is symmetrical above and below.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810126931.4A CN108316474B (en) | 2018-02-08 | 2018-02-08 | Full-bolt longitudinal and transverse assembly type module building corner connecting node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810126931.4A CN108316474B (en) | 2018-02-08 | 2018-02-08 | Full-bolt longitudinal and transverse assembly type module building corner connecting node |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108316474A true CN108316474A (en) | 2018-07-24 |
| CN108316474B CN108316474B (en) | 2024-05-07 |
Family
ID=62903234
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810126931.4A Active CN108316474B (en) | 2018-02-08 | 2018-02-08 | Full-bolt longitudinal and transverse assembly type module building corner connecting node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108316474B (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109372121A (en) * | 2018-11-30 | 2019-02-22 | 上海宝冶集团有限公司 | Assembled architecture connecting node for module top |
| CN110374196A (en) * | 2019-05-30 | 2019-10-25 | 中国矿业大学 | A kind of beam column applied to modularization steel building is without aperture connecting node |
| CN111608268A (en) * | 2020-06-10 | 2020-09-01 | 武金峰 | Steel construction assembled beam column tie point structure |
| CN113982111A (en) * | 2021-11-03 | 2022-01-28 | 常州大学 | Double-beam modular steel structure interpolation self-locking node |
| CN114922294A (en) * | 2022-05-18 | 2022-08-19 | 东南大学 | Construction method of modular steel structure corner bolt connection joint |
| CN114922295A (en) * | 2022-05-18 | 2022-08-19 | 东南大学 | Modular steel structure middle bolt connection node and construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102251584A (en) * | 2011-05-04 | 2011-11-23 | 南京工业大学 | L-shaped angle steel reinforced wood structure mortise and tenon joint |
| KR20130141093A (en) * | 2012-06-15 | 2013-12-26 | 주식회사 포스코에이앤씨건축사사무소 | Modular unit joint and modular structure using the same |
| CN204876092U (en) * | 2015-07-07 | 2015-12-16 | 天津大学 | Mortise type module building bight connected node |
| CN106592755A (en) * | 2017-01-17 | 2017-04-26 | 北京工业大学 | Modular multi-storeyed overall assembly type steel structural house structure system |
| CN107044168A (en) * | 2017-05-26 | 2017-08-15 | 天津大学 | A kind of assembled rigid joint |
-
2018
- 2018-02-08 CN CN201810126931.4A patent/CN108316474B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102251584A (en) * | 2011-05-04 | 2011-11-23 | 南京工业大学 | L-shaped angle steel reinforced wood structure mortise and tenon joint |
| KR20130141093A (en) * | 2012-06-15 | 2013-12-26 | 주식회사 포스코에이앤씨건축사사무소 | Modular unit joint and modular structure using the same |
| CN204876092U (en) * | 2015-07-07 | 2015-12-16 | 天津大学 | Mortise type module building bight connected node |
| CN106592755A (en) * | 2017-01-17 | 2017-04-26 | 北京工业大学 | Modular multi-storeyed overall assembly type steel structural house structure system |
| CN107044168A (en) * | 2017-05-26 | 2017-08-15 | 天津大学 | A kind of assembled rigid joint |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109372121A (en) * | 2018-11-30 | 2019-02-22 | 上海宝冶集团有限公司 | Assembled architecture connecting node for module top |
| CN110374196A (en) * | 2019-05-30 | 2019-10-25 | 中国矿业大学 | A kind of beam column applied to modularization steel building is without aperture connecting node |
| CN111608268A (en) * | 2020-06-10 | 2020-09-01 | 武金峰 | Steel construction assembled beam column tie point structure |
| CN113982111A (en) * | 2021-11-03 | 2022-01-28 | 常州大学 | Double-beam modular steel structure interpolation self-locking node |
| CN114922294A (en) * | 2022-05-18 | 2022-08-19 | 东南大学 | Construction method of modular steel structure corner bolt connection joint |
| CN114922295A (en) * | 2022-05-18 | 2022-08-19 | 东南大学 | Modular steel structure middle bolt connection node and construction method |
| CN114922295B (en) * | 2022-05-18 | 2024-03-26 | 东南大学 | Middle bolt connection node of modularized steel structure and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108316474B (en) | 2024-05-07 |
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