CN108222255A - Full bolt assembled building module edge connecting node in length and breadth - Google Patents
Full bolt assembled building module edge connecting node in length and breadth Download PDFInfo
- Publication number
- CN108222255A CN108222255A CN201810133902.0A CN201810133902A CN108222255A CN 108222255 A CN108222255 A CN 108222255A CN 201810133902 A CN201810133902 A CN 201810133902A CN 108222255 A CN108222255 A CN 108222255A
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- module
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- shaped
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- 230000008878 coupling Effects 0.000 claims abstract description 17
- 238000010168 coupling process Methods 0.000 claims abstract description 17
- 238000005859 coupling reaction Methods 0.000 claims abstract description 17
- 241000700647 Variola virus Species 0.000 claims abstract description 9
- 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
- 238000010586 diagram Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 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
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- 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 edge connecting nodes in length and breadth, plug-in unit is connected including centre, centre connection plug-in unit sets that there are four overhanging coupling beam plate, two upper inserting column sections and two underthrust shell of columns, two upper inserting column sections are inserted into consistent manner respectively inside the column bottom of two or so upper modules arranged side by side, and two underthrust shell of columns are inserted into inside the capital of two or so lower modules arranged side by side in consistent manner respectively;Four 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 two upper modules equipped with L-shaped cover board and backing plate and two lower modules, 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 edge connects particularly 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, it is maximum the characteristics of be 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 for technical problem present in solution known technology
Edge 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 edge connecting node connects plug-in unit including centre, and the intermediate connection plug-in unit is equipped with is fixed in one side by side
Two cylinders risen are set in the middle part of two cylinders there are four perpendicular overhanging coupling beam plate, described overhanging at four
There are one extending along left-hand in coupling beam plate, one extends along dextrad, two along preceding to extension, two cylinders are described in four
Overhanging coupling beam plate is divided into two upper inserting column sections and two underthrust shell of columns, two upper inserting column sections are inserted into two in consistent manner respectively
Inside the column bottom of left and right upper module arranged side by side, two underthrust shell of columns are inserted into two or so lower dies arranged side by side in consistent manner respectively
Inside the capital of block, four overhanging coupling beam plates are clipped in the joist of upper module and the smallpox plate-girder of lower module correspondingly
Between;L-shaped upper cover plate is connected in the corner that the joist of upper module and the column of upper module are formed, in the exposure of the column of upper module
A upper padding plate is connected on lateral surface, the upper padding plate is opposite with the stile of opposite L-shaped upper cover plate;In the ceiling of lower module
The corner that the column of beam and lower module is formed is connected with L-shaped lower cover, is connected on the exposure lateral surface of the column of lower module
Backing plate, the lower bolster are opposite with the stile of opposite L-shaped lower cover;It the column of two adjacent upper modules of left and right and is inserted into
Their internal upper inserting column sections use upper level bolt with the stile of two opposite L-shaped upper cover plates for being fixed on their both sides
Connection;It the column of two adjacent lower modules of left and right and is inserted into their internal underthrust shell of columns and is fixed on the two of their both sides
The stile of a opposite L-shaped lower cover is bolted using lower horizontal;The level of L-shaped upper cover plate set gradually from top to bottom
Side, the joist of upper module, overhanging coupling beam plate, the smallpox plate-girder of lower module and L-shaped lower cover horizontal sides use vertical bolt
Connection.
The upper module and the lower module are using made of square tube type component.
The upper module and the 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 by 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
One of Fig. 1 is the structural diagram of the present invention;
Fig. 2 is the intermediate connection dongle configuration schematic diagram of the present invention;
Fig. 3 is the building module schematic diagram using the present invention.
In figure:1st, the column of upper module;2nd, the column of lower module;3rd, the joist of upper module;4th, the smallpox plate-girder of lower module;5、
L-shaped upper cover plate;6th, L-shaped lower cover;7th, upper padding plate;8th, lower bolster;9th, upper level bolt;10th, lower horizontal bolt;11st, it erects
To bolt;12-1, cylinder;12-2, overhanging coupling beam plate.
Specific embodiment
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 edge connecting node in length and breadth is connected including centre
Plug-in unit, the intermediate connection plug-in unit is equipped with two cylinder 12-1 being fixed together side by side, in two cylinder 12-1
Portion is set there are four perpendicular overhanging coupling beam plate 12-2, and there are one prolong along left-hand in four overhanging coupling beam plate 12-2
Stretch, one extends along dextrad, two along preceding to extension, two cylinder 12-1 are by four overhanging coupling beam plate 12-2 points
Two upper inserting column sections and two underthrust shell of columns, two upper inserting column sections are inserted into two or so upper molds arranged side by side in consistent manner respectively
Inside the column bottom of block, two underthrust shell of columns are inserted into inside the capital of two or so lower modules arranged side by side in consistent manner respectively,
Four overhanging coupling beam plate 12-2 are clipped in correspondingly between the joist 3 of upper module and the smallpox plate-girder 4 of lower module.
L-shaped upper cover plate 5 is connected 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 is connected on 1 exposure lateral surface, the upper padding plate 7 is opposite with the stile of opposite L-shaped upper cover plate 5;In lower die
The corner that the smallpox plate-girder 4 of block is formed with the column 2 of lower module is connected with L-shaped lower cover 6, on the outside of the exposure of the column 2 of lower module
A lower bolster 8 is connected on face, the lower bolster 8 is opposite with the stile of opposite L-shaped lower cover 6.
It the column 1 of two adjacent upper modules of left and right and is inserted into their internal upper inserting column sections and is fixed on their both sides
The stiles of two opposite L-shaped upper cover plates 5 connected using upper level bolt 9, the columns 2 of two adjacent lower modules of left and right with
And it is inserted into their internal underthrust shell of columns and is fixed under the stile use of two opposite L-shaped lower covers 6 of their both sides
Portion's leveling screw 10 connects, the horizontal sides of L-shaped upper cover plate 5 that set gradually from top to bottom, the joist 3 of upper module, overhanging company
The horizontal sides of beam slab 12-2, the smallpox plate-girder 4 of lower module and L-shaped lower cover 6 are connected using vertical bolt 11.
In the present embodiment, the upper module and the lower module are using made of square tube type component.The upper mold
Block and the lower module are 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 embodiment stated, above-mentioned specific embodiment is only schematical, be not it is restricted, this field it is common
Technical staff, in the case where not departing from present inventive concept and scope of the claimed protection, goes back under the enlightenment of the present invention
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 edge 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 and is equipped with two cylinders being fixed together side by side, set that there are four hang down with it in the middle part of two cylinders
Straight overhanging coupling beam plate, there are one extending along left-hand in four overhanging coupling beam plates, one extends along dextrad, and two along preceding
To extension, two cylinders are divided into two upper inserting column sections and two underthrust shell of columns, two institutes by four overhanging coupling beam plates
It states inserting column section to be inserted into consistent manner respectively inside the column bottom of two or so upper modules arranged side by side, two underthrust shell of column difference
It is inserted into consistent manner inside the capital of two or so lower modules arranged side by side, four overhanging coupling beam plates are clipped in correspondingly
Between the joist of module and the smallpox plate-girder of lower module;
L-shaped upper cover plate is connected in the corner that the joist of upper module and the column of upper module are formed, in the exposure of the column of upper module
A upper padding plate is connected on lateral surface, the upper padding plate is opposite with the stile of opposite L-shaped upper cover plate;In the ceiling of lower module
The corner that the column of beam and lower module is formed is connected with L-shaped lower cover, is connected on the exposure lateral surface of the column of lower module
Backing plate, the lower bolster are opposite with the stile of opposite L-shaped lower cover;
It the column of two adjacent upper modules of left and right and is inserted into their internal upper inserting column sections and is fixed on the two of their both sides
The stile of a opposite L-shaped upper cover plate is bolted using upper level;The column of two adjacent lower modules of left and right and inserting
Underthrust shell of column inside them uses lower horizontal spiral shell with the stile of two opposite L-shaped lower covers for being fixed on their both sides
It tethers and connects;The horizontal sides of L-shaped upper cover plate that set gradually from top to bottom, the joist of upper module, overhanging coupling beam plate, lower module
The horizontal sides of smallpox plate-girder and L-shaped lower cover are used and are vertically bolted.
2. full bolt according to claim 1 assembled building module edge connecting node in length and breadth, which is characterized in that described
Upper module and the lower module are using made of square tube type component.
3. full bolt according to claim 1 assembled building module edge connecting node in length and breadth, which is characterized in that described
Upper module and the lower module are steel component.
4. full bolt according to claim 1 assembled building module edge 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 |
---|---|---|---|
CN201810133902.0A CN108222255B (en) | 2018-02-08 | 2018-02-08 | Full bolt assembled type connection node between side units of modular building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810133902.0A CN108222255B (en) | 2018-02-08 | 2018-02-08 | Full bolt assembled type connection node between side units of modular building |
Publications (2)
Publication Number | Publication Date |
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CN108222255A true CN108222255A (en) | 2018-06-29 |
CN108222255B CN108222255B (en) | 2024-05-07 |
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Family Applications (1)
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CN201810133902.0A Active CN108222255B (en) | 2018-02-08 | 2018-02-08 | Full bolt assembled type connection node between side units of modular building |
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CN (1) | CN108222255B (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108193772A (en) * | 2018-02-08 | 2018-06-22 | 天津大学 | Full bolt connecting node in the middle part of assembled building module in length and breadth |
CN110792170A (en) * | 2019-08-22 | 2020-02-14 | 中国建筑股份有限公司 | Reinforced connecting node structure of box type integrated building module and installation method thereof |
CN111561055A (en) * | 2019-02-14 | 2020-08-21 | 其士(建筑)有限公司 | Steel module assembling member and steel module assembling member connector |
CN111648471A (en) * | 2020-06-15 | 2020-09-11 | 唐大为 | Method for constructing combined member and space structure capable of being assembled and installed |
CN114908881A (en) * | 2022-05-18 | 2022-08-16 | 东南大学 | Modular steel structure edge part bolt connection node and construction method |
CN114922294A (en) * | 2022-05-18 | 2022-08-19 | 东南大学 | Construction method of modular steel structure corner bolt connection joint |
Citations (6)
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US20040093825A1 (en) * | 2001-02-15 | 2004-05-20 | Dae-Jun Lee | Tubular structure and modular building assembly using the same |
CN102251584A (en) * | 2011-05-04 | 2011-11-23 | 南京工业大学 | L-shaped angle steel-reinforcing wooden structure tenon-and-mortise node |
KR20130141093A (en) * | 2012-06-15 | 2013-12-26 | 주식회사 포스코에이앤씨건축사사무소 | Modular unit joint and modular structure using the same |
CN105756199A (en) * | 2016-03-28 | 2016-07-13 | 文登蓝岛建筑工程有限公司 | Beam and side column connecting piece for prefabricated building |
CN106948483A (en) * | 2017-04-29 | 2017-07-14 | 天津大学 | A kind of connecting node applied to modularization steel building |
CN107044168A (en) * | 2017-05-26 | 2017-08-15 | 天津大学 | A kind of assembled rigid joint |
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2018
- 2018-02-08 CN CN201810133902.0A patent/CN108222255B/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
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US20040093825A1 (en) * | 2001-02-15 | 2004-05-20 | Dae-Jun Lee | Tubular structure and modular building assembly using the same |
CN102251584A (en) * | 2011-05-04 | 2011-11-23 | 南京工业大学 | L-shaped angle steel-reinforcing wooden structure tenon-and-mortise node |
KR20130141093A (en) * | 2012-06-15 | 2013-12-26 | 주식회사 포스코에이앤씨건축사사무소 | Modular unit joint and modular structure using the same |
CN105756199A (en) * | 2016-03-28 | 2016-07-13 | 文登蓝岛建筑工程有限公司 | Beam and side column connecting piece for prefabricated building |
CN106948483A (en) * | 2017-04-29 | 2017-07-14 | 天津大学 | A kind of connecting node applied to modularization steel building |
CN107044168A (en) * | 2017-05-26 | 2017-08-15 | 天津大学 | A kind of assembled rigid joint |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108193772A (en) * | 2018-02-08 | 2018-06-22 | 天津大学 | Full bolt connecting node in the middle part of assembled building module in length and breadth |
CN108193772B (en) * | 2018-02-08 | 2024-05-03 | 天津大学 | Middle connecting node of full-bolt longitudinal and transverse assembly type module building |
CN111561055A (en) * | 2019-02-14 | 2020-08-21 | 其士(建筑)有限公司 | Steel module assembling member and steel module assembling member connector |
CN111561055B (en) * | 2019-02-14 | 2022-05-24 | 其士(建筑)有限公司 | Steel module assembling member and steel module assembling member connector |
CN110792170A (en) * | 2019-08-22 | 2020-02-14 | 中国建筑股份有限公司 | Reinforced connecting node structure of box type integrated building module and installation method thereof |
CN111648471A (en) * | 2020-06-15 | 2020-09-11 | 唐大为 | Method for constructing combined member and space structure capable of being assembled and installed |
CN114908881A (en) * | 2022-05-18 | 2022-08-16 | 东南大学 | Modular steel structure edge part bolt connection node and construction method |
CN114922294A (en) * | 2022-05-18 | 2022-08-19 | 东南大学 | Construction method of modular steel structure corner bolt connection joint |
CN114908881B (en) * | 2022-05-18 | 2023-12-19 | 东南大学 | Modularized steel structure side bolt connection node and construction method |
CN114922294B (en) * | 2022-05-18 | 2024-06-21 | 东南大学 | Construction method of modularized steel structure corner bolt connection node |
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