CN106948483A - A kind of connecting node applied to modularization steel building - Google Patents
A kind of connecting node applied to modularization steel building Download PDFInfo
- Publication number
- CN106948483A CN106948483A CN201710298035.1A CN201710298035A CN106948483A CN 106948483 A CN106948483 A CN 106948483A CN 201710298035 A CN201710298035 A CN 201710298035A CN 106948483 A CN106948483 A CN 106948483A
- Authority
- CN
- China
- Prior art keywords
- frame column
- module
- shrouding
- bolt hole
- modular unit
- 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
- E04B1/18—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
- E04B2001/2415—Brackets, gussets, joining plates
-
- 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
Abstract
The invention discloses a kind of connecting node applied to modularization steel building, for connecting the upper module being made up of four frame columns and eight Vierendeel girders and lower module, upper module and lower module include two modular units respectively, connected between the frame column and Vierendeel girder of each modular unit by welding manner, the bottom welding that the frame column side of each modular unit is provided with opening and frame column has first level bolt hole and the first vertical bolt hole is respectively equipped with shrouding, shrouding and frame column；It is connected with each other between upper module and lower module by crisscross joint plate and high-strength bolt, crisscross joint plate includes being respectively arranged with the second leveling screw hole and the second vertical bolt hole on level board and vertical plate, level board and vertical plate.The present invention has the advantages that construction is succinct, power transmission is reliable, structural integrity is strong, and all connection work are completed in module-external, can fit up perfect cooperation with inside modules.
Description
Technical field
The invention belongs to technical field of buildings, a kind of connection section applied to modularization steel building is specifically related to
Point.
Background technology
Using cast-in-situ steel reinforced concrete building more than current civil buildings, this structure type is from great, the site operation cycle
Long, human cost is high, and the problems such as bring pollution, noise to surrounding enviroment, building industrialization be Building Trade in China develop must
So selection.Modular architectural is the advanced stage of building industrialization development, by conventional house with single room or certain three-dimensional
Space is divided for unit, and modular unit is prefabricated in the factory completion, after the completion of transport to scene and be attached, you can constituted
Whole building.Modular architectural possesses environmental protection, the advantage of high construction efficiency, and being that a kind of emerging, development potentiality is huge builds
Build pattern.
Steel constructions it is standby from heavy and light, be easily assembled the characteristics of, the preferred system as modular architectural.The design of node is
The key link that modular architectural is built, power transmission reliability, globality are not required nothing more than by force, also require and inside modules fit up cooperation,
Construction is succinct, be easy to construction.Therefore, modularization steel building node is designed to a problem in science urgently to be resolved hurrily.
The content of the invention
The invention aims to overcome deficiency of the prior art there is provided one kind to be applied to modularization steel building
Connecting node, have the advantages that construction is succinct, power transmission is reliable, structural integrity is strong, and all connection work are outside module
Portion is completed, and can fit up perfect cooperation with inside modules.
The purpose of the present invention is achieved through the following technical solutions：
A kind of connecting node applied to modularization steel building, for connecting by four frame columns and eight Vierendeel girders
The upper module and lower module of composition, the upper module and lower module include two modular units, the framework respectively
Post and Vierendeel girder are constituted by clod wash type quarter bend, are connected between the frame column and Vierendeel girder of each modular unit by welding manner
Connect, the frame column side of each modular unit is provided with opening and the bottom welding of frame column has shrouding, the shrouding and framework
First level bolt hole and the first vertical bolt hole are respectively equipped with post, the frame column for connecting adjacent modular units；It is described
It is connected with each other between upper module and lower module by crisscross joint plate and high-strength bolt, crisscross joint plate includes level
The second leveling screw hole and the second vertical bolt hole are respectively arranged with plate and vertical plate, level board and vertical plate；The top
Nodes domains shrouding is also equipped with after the completion of module and lower module connection.
The spacing with the vertical plate uniform thickness is reserved between adjacent modular unit with layer.
Compared with prior art, the beneficial effect that technical scheme is brought is：
1. during construction, with one fixed width gap is reserved between layer adjacent modular units, the installation for crisscross joint plate is determined
Position, gap width is equal to the thickness of vertical plate, and lower box trestle shrouding can provide a supporting role for crisscross joint plate, be easy to ten
The fixation of font gusset plate.
2. node of the present invention connects levels modular unit, by level connection joint and vertical connection, node can reach
The mechanical property requirements of bending resistance, tension and shearing resistance, nodes domains Path of Force Transfer is clear, and power transmission is reliable, it is ensured that connection stiffness and structure
Globality.
Brief description of the drawings
Fig. 1 is the decomposition texture schematic diagram of the present invention.
Fig. 2 is the organigram at the connecting node of modular unit and modular unit.
Fig. 3 is the structural representation of crisscross joint plate.
Fig. 4 is the structural representation that the positioning of crisscross joint plate is completed.
Fig. 5 is that upper module and lower module positioning complete schematic diagram.
Fig. 6 is the mplifying structure schematic diagram in connecting node domain.
Fig. 7 is the design sketch of installation of the present invention.
Reference：1- frame columns, 2- Vierendeel girders, 3- crisscross joint plates, 4- nodes domains shroudings, 5- high-strength bolts, 6-
Shrouding, 7- first level bolts hole, the vertical bolts hole of 8- first, 9- level boards, 10- vertical plates, the vertical bolts hole of 11- second,
The second leveling screws of 12- hole
Embodiment
The invention will be further described below in conjunction with the accompanying drawings：
As shown in Figures 1 to 7, a kind of connecting node applied to modularization steel building, for connecting by four frames
Upper module and lower module that trestle 1 and eight Vierendeel girders 2 are constituted, upper module and lower module include two modules respectively
Unit, modular unit is prefabricated in the factory completion, includes structural elements (beam, post) and finishing part (partition wall, furred ceiling etc.), frame column
1 and Vierendeel girder 2 be clod wash type quarter bend, it is affixed by welding manner between the frame column 1 and Vierendeel girder 2 of each modular unit,
The quarter bend of frame column 1 of the connecting node side of each modular unit cuts away a line and the bottom welding of frame column 1 has shrouding 6,
Refer to and the vertical bolt hole 8 of first level bolt hole 7 and first is respectively equipped with Fig. 2, shrouding 6 and frame column 1, it is adjacent for connecting
The frame column 1 of modular unit；It is connected with each other between upper module and lower module by crisscross joint plate 3 and high-strength bolt 5,
Crisscross joint plate 3 includes being respectively arranged with the second leveling screw in level board 9 and vertical plate 10, level board 9 and vertical plate 10
The vertical bolt hole 11 in hole 12 and second, the quantity of high-strength bolt 5 is by being actually needed and calculate determination during specific implementation.
During construction, with one fixed width gap is reserved between layer adjacent block, the installation for crisscross joint plate 3 is positioned, seam
Gap width is equal to the thickness of vertical plate 10, and shrouding 6 can provide a supporting role for crisscross joint plate 3, be easy to the fixation of gusset plate.
After all bolt installations, welding node domain shrouding 4, node connection is completed.
As shown in figure 1, modular unit connection procedure has：High-strength bolt 5 is through the first vertical bolt hole 8 (see Fig. 2) and the
Two vertical bolts hole 11 (see Fig. 3) will connect with layer adjacent modular units, and high-strength bolt 5 is through first level bolt hole 7 (see figure
2) with the second leveling screw hole 12 (see Fig. 3), levels modular unit is connected, passes through level connection joint and vertical connection, node
The mechanical property requirements of bending resistance, tension and shearing resistance can be reached, nodes domains Path of Force Transfer is clear, it is ensured that connection stiffness and structure
Globality.
The present invention specific implementation process be：
Be prefabricated in the factory modular unit, and comprising structural elements and finishing functional part, Vierendeel girder and frame column take welding
Connection, and frame column near nodes domains is processed by Fig. 2, in corresponding position prepared screw-bolt hole；
Reserve certain gap, the width in gap between the positioning modular unit of bottom two, modular unit as shown in figure 4, installing
Degree inserts crisscross joint plate afterwards equal to the thickness of vertical plate, and frame column shrouding provides vertical branch for crisscross joint plate
Support is acted on, and is easy to the installation of gusset plate；
As shown in figure 5, lifting two, top modular unit, align relevant position bolt hole, installs high-strength bolt；
As shown in fig. 7, after treating all bolt installations, welding node domain shrouding, whole installation process is completed.
The present invention is not limited to embodiments described above.The description to embodiment is intended to describe and said above
Bright technical scheme, above-mentioned embodiment is only schematical, is not restricted.This is not being departed from
In the case of invention objective and scope of the claimed protection, one of ordinary skill in the art may be used also under the enlightenment of the present invention
The specific conversion of many forms is made, these are belonged within protection scope of the present invention.
Claims (2)
1. a kind of connecting node applied to modularization steel building, for connecting by four frame columns (1) and eight frameworks
The upper module and lower module of beam (2) composition, the upper module and lower module include two modular units respectively, and it is special
Levy and be, the frame column (1) and Vierendeel girder (2) are constituted by clod wash type quarter bend, the frame column (1) and frame of each modular unit
Set a roof beam in place and connected by welding manner between (2), frame column (1) side of each modular unit is provided with opening and frame column (1)
Bottom welding have and be respectively equipped with shrouding (6), the shrouding (6) and frame column (1) first level bolt hole (7) and first perpendicular
To bolt hole (8), the frame column (1) for connecting adjacent modular units；Pass through ten between the upper module and lower module
Font gusset plate (3) and high-strength bolt (5) are connected with each other, and crisscross joint plate (3) includes level board (9) and vertical plate (10),
The second leveling screw hole (12) and the second vertical bolt hole (11) are respectively arranged with level board (9) and vertical plate (10)；It is described
Nodes domains shrouding (4) is also equipped with after the completion of upper module and lower module connection.
2. a kind of connecting node applied to modularization steel building according to claim 1, it is characterised in that with layer phase
The spacing with the vertical plate (10) uniform thickness is reserved between adjacent modular unit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710298035.1A CN106948483A (en) | 2017-04-29 | 2017-04-29 | A kind of connecting node applied to modularization steel building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710298035.1A CN106948483A (en) | 2017-04-29 | 2017-04-29 | A kind of connecting node applied to modularization steel building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106948483A true CN106948483A (en) | 2017-07-14 |
Family
ID=59479334
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710298035.1A Pending CN106948483A (en) | 2017-04-29 | 2017-04-29 | A kind of connecting node applied to modularization steel building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106948483A (en) |
Cited By (23)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108222255A (en) * | 2018-02-08 | 2018-06-29 | 天津大学 | Full bolt assembled building module edge connecting node in length and breadth |
| CN108468380A (en) * | 2018-03-23 | 2018-08-31 | 天津大学 | A kind of modularization steel structure node that unilateral bolt and high-strength bolt is applied in combination |
| CN108589921A (en) * | 2018-07-09 | 2018-09-28 | 中国矿业大学 | A kind of connection method applied between columns supported module |
| CN108867870A (en) * | 2018-09-04 | 2018-11-23 | 中冶建筑研究总院（深圳）有限公司 | Six columns support light-gauge steel section modular architectural structural system and its method for processing and assembling |
| CN108868002A (en) * | 2018-07-10 | 2018-11-23 | 深圳市建筑设计研究总院有限公司 | Polygon steel rod structure and rack |
| CN108894338A (en) * | 2018-07-23 | 2018-11-27 | 中铁时代建筑设计院有限公司 | A kind of side column nodal connection device of modular unit |
| CN108999342A (en) * | 2018-09-11 | 2018-12-14 | 深圳大学 | Prefabricated modular assembling frame structural column-column connected node and production method |
| CN109235640A (en) * | 2018-06-05 | 2019-01-18 | 北京交通大学 | A kind of skewer pin connection structure between modularization steel construction piece for building |
| 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 |
| CN109440926A (en) * | 2018-12-05 | 2019-03-08 | 中国矿业大学 | A kind of beam column of modularization steel building is without aperture connecting node and assemble method |
| CN109898644A (en) * | 2019-04-12 | 2019-06-18 | 广州大学 | A kind of modularization steel structure node |
| CN110258796A (en) * | 2019-06-27 | 2019-09-20 | 中冶天工集团有限公司 | A kind of attachment device in steel building centre corridor and two sides module |
| 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 |
| CN110374195A (en) * | 2019-05-30 | 2019-10-25 | 中国矿业大学 | A kind of self-locking connecting node applied to modularization steel building |
| CN110670735A (en) * | 2019-10-17 | 2020-01-10 | 辽宁工程技术大学 | Assembled through cross partition plate rectangular steel pipe concrete column-steel beam joint structure |
| CN110700405A (en) * | 2019-05-31 | 2020-01-17 | 中冶(上海)钢结构科技有限公司 | Assembly type building vertical connecting node structure for middle layer of module |
| CN112012355A (en) * | 2020-08-24 | 2020-12-01 | 信隆工程有限公司 | Node connection structure and modular building |
| CN113250318A (en) * | 2021-05-10 | 2021-08-13 | 广州大学 | Modularization steel frame connection structure |
| CN114411981A (en) * | 2022-03-15 | 2022-04-29 | 西南石油大学 | Box assembled square steel pipe frame construction's bolted connection node |
| CN115045542A (en) * | 2022-07-12 | 2022-09-13 | 东南大学 | Rapid building modular small and medium-sized gymnasium and installation method |
| CN115233834A (en) * | 2022-08-19 | 2022-10-25 | 中建科技集团有限公司 | High-rise modular box structure connecting node |
| CN115262758A (en) * | 2022-07-13 | 2022-11-01 | 天津大学 | Full bolt horizontal connection node of steel frame column between module units |
| CN110374195B (en) * | 2019-05-30 | 2024-04-26 | 中国矿业大学 | Self-locking connecting node applied to modularized steel structure building |
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| KR20130139029A (en) * | 2012-06-12 | 2013-12-20 | 주식회사 포스코에이앤씨건축사사무소 | Modular column joint structure using h shape steel plate |
| CN206110361U (en) * | 2016-09-13 | 2017-04-19 | 天津大学 | Be applied to compound cross -shaped plate formula connected node structure of modularization building |
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| JP2000336764A (en) * | 1999-05-31 | 2000-12-05 | Misawa Homes Co Ltd | Unit building and construction method thereof |
| JP2002097722A (en) * | 2000-09-25 | 2002-04-05 | Misawa Homes Co Ltd | Unit type building and corner reinforcing material therefor |
| JP2002294873A (en) * | 2001-04-04 | 2002-10-09 | Misawa Homes Co Ltd | Unit building and corner reinforcing material for unit building |
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Cited By (27)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108222255A (en) * | 2018-02-08 | 2018-06-29 | 天津大学 | Full bolt assembled building module edge connecting node in length and breadth |
| CN108468380A (en) * | 2018-03-23 | 2018-08-31 | 天津大学 | A kind of modularization steel structure node that unilateral bolt and high-strength bolt is applied in combination |
| CN109235640B (en) * | 2018-06-05 | 2023-10-27 | 北京交通大学 | Pin type connecting structure between modularized steel structural members for building |
| CN109235640A (en) * | 2018-06-05 | 2019-01-18 | 北京交通大学 | A kind of skewer pin connection structure between modularization steel construction piece for building |
| CN108589921A (en) * | 2018-07-09 | 2018-09-28 | 中国矿业大学 | A kind of connection method applied between columns supported module |
| CN108868002A (en) * | 2018-07-10 | 2018-11-23 | 深圳市建筑设计研究总院有限公司 | Polygon steel rod structure and rack |
| CN108894338A (en) * | 2018-07-23 | 2018-11-27 | 中铁时代建筑设计院有限公司 | A kind of side column nodal connection device of modular unit |
| CN108867870A (en) * | 2018-09-04 | 2018-11-23 | 中冶建筑研究总院（深圳）有限公司 | Six columns support light-gauge steel section modular architectural structural system and its method for processing and assembling |
| CN108999342A (en) * | 2018-09-11 | 2018-12-14 | 深圳大学 | Prefabricated modular assembling frame structural column-column connected node and production method |
| 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 |
| CN109440926A (en) * | 2018-12-05 | 2019-03-08 | 中国矿业大学 | A kind of beam column of modularization steel building is without aperture connecting node and assemble method |
| CN109898644A (en) * | 2019-04-12 | 2019-06-18 | 广州大学 | A kind of modularization steel structure node |
| CN109898644B (en) * | 2019-04-12 | 2024-04-26 | 广州大学 | Modularized steel structure node |
| 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 |
| CN110374195B (en) * | 2019-05-30 | 2024-04-26 | 中国矿业大学 | Self-locking connecting node applied to modularized steel structure building |
| CN110374195A (en) * | 2019-05-30 | 2019-10-25 | 中国矿业大学 | A kind of self-locking connecting node applied to modularization steel building |
| CN110700405A (en) * | 2019-05-31 | 2020-01-17 | 中冶(上海)钢结构科技有限公司 | Assembly type building vertical connecting node structure for middle layer of module |
| CN110258796A (en) * | 2019-06-27 | 2019-09-20 | 中冶天工集团有限公司 | A kind of attachment device in steel building centre corridor and two sides module |
| CN110670735A (en) * | 2019-10-17 | 2020-01-10 | 辽宁工程技术大学 | Assembled through cross partition plate rectangular steel pipe concrete column-steel beam joint structure |
| CN112012355A (en) * | 2020-08-24 | 2020-12-01 | 信隆工程有限公司 | Node connection structure and modular building |
| CN113250318A (en) * | 2021-05-10 | 2021-08-13 | 广州大学 | Modularization steel frame connection structure |
| CN114411981A (en) * | 2022-03-15 | 2022-04-29 | 西南石油大学 | Box assembled square steel pipe frame construction's bolted connection node |
| CN114411981B (en) * | 2022-03-15 | 2023-08-25 | 西南石油大学 | Bolt connection node of box assembly type square steel pipe frame structure |
| CN115045542A (en) * | 2022-07-12 | 2022-09-13 | 东南大学 | Rapid building modular small and medium-sized gymnasium and installation method |
| CN115262758A (en) * | 2022-07-13 | 2022-11-01 | 天津大学 | Full bolt horizontal connection node of steel frame column between module units |
| CN115233834A (en) * | 2022-08-19 | 2022-10-25 | 中建科技集团有限公司 | High-rise modular box structure connecting node |
| CN115233834B (en) * | 2022-08-19 | 2023-10-20 | 中建科技集团有限公司 | High-rise modularized box structure connecting node |
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Application publication date: 20170714 |