CN108316474B - Full-bolt longitudinal and transverse assembly type module building corner connecting node - Google Patents
Full-bolt longitudinal and transverse assembly type module building corner connecting node Download PDFInfo
- Publication number
- CN108316474B CN108316474B CN201810126931.4A CN201810126931A CN108316474B CN 108316474 B CN108316474 B CN 108316474B CN 201810126931 A CN201810126931 A CN 201810126931A CN 108316474 B CN108316474 B CN 108316474B
- Authority
- CN
- China
- Prior art keywords
- module
- column
- shaped
- plates
- cover plate
- 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.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 238000003466 welding Methods 0.000 abstract description 4
- 238000009434 installation Methods 0.000 abstract description 3
- 238000005452 bending Methods 0.000 abstract description 2
- 238000010008 shearing Methods 0.000 abstract description 2
- 238000009435 building construction Methods 0.000 description 1
- 239000007795 chemical reaction product Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
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
- E04B2001/2418—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 corner connecting node of a full-bolt longitudinal and transverse assembly type module building, which comprises a middle connecting plug-in, wherein the middle connecting plug-in is provided with a column body, two overhanging connecting beam plates perpendicular to the middle part of the column body are arranged in the middle of the column body, the two overhanging connecting beam plates are perpendicular to each other, the column body is divided into an upper inserting column section and a lower inserting column section by the two overhanging connecting beam plates, the upper inserting column section is inserted in the column bottom of the upper module in an anastomotic manner, and the lower inserting column section is inserted in the column top of the lower module in an anastomotic manner respectively; the two overhanging connecting beam plates are clamped between the upper module floor beam and the lower module ceiling beam which are opposite; the middle connecting plug-in components are in the same place with an upper module and a lower module that are equipped with L shape apron and backing plate adoption bolted connection, and the combined action, the connected node can reach tensile, shearing and bending resistance's mechanical properties requirement to the structure of node is reasonable, and full bolted connection does not have the welding on site, and installation and dismantlement are convenient, can accomplish the on-the-spot equipment of upper and lower module fast and efficiently.
Description
Technical Field
The invention relates to a node of a module building, in particular to a corner connecting node of a full-bolt longitudinal and transverse assembly type module building.
Background
The steel structure module building is a novel building form, is composed of a series of module units of three-dimensional building space, most of work is completed in factories, only assembly is needed on site, the prefabrication rate is extremely high, the steel structure module building belongs to high-end products of an assembled building, and the steel structure module building is a novel building form with wide development prospect.
The modular building is different from the traditional building construction mode, and has the greatest characteristics that the modular units are prefabricated in factories and assembled in situ in three-dimensional complete modular units. Whether the module building can be built smoothly or not, the connection node is the key point. At present, the research on module buildings is increasingly increased in China, but the forms of module connecting nodes are relatively few, and the development of the module buildings is seriously restricted. The novel connecting node can be installed on site rapidly and conveniently, can realize no welding on site, can meet the stress performance requirements of safe and reliable structure, and is a problem to be solved urgently.
Disclosure of Invention
The invention provides a full-bolt longitudinal and transverse assembly type module building corner connecting node for solving the technical problems in the prior art, and the node can meet the requirements of high construction speed, no welding on site and convenient installation and disassembly.
The invention adopts the technical proposal for solving the technical problems in the prior art that: the corner connecting node of the full-bolt longitudinal and transverse assembly type module building comprises a middle connecting plug-in, wherein the middle connecting plug-in is provided with a column body, two overhanging beam connecting plates perpendicular to the middle part of the column body are arranged, the two overhanging beam connecting plates are perpendicular to each other, the column body is divided into an upper inserting column section and a lower inserting column section by the two overhanging beam connecting plates, the upper inserting column section is inserted into the column bottom of an upper module in an anastomotic manner, the lower inserting column section is inserted into the column top of a lower module in an anastomotic manner, and the two overhanging beam connecting plates are clamped between a floor beam of the upper module and a ceiling beam of the lower module in a one-to-one correspondence manner; an L-shaped upper cover plate is fixedly connected at the corner formed by the floor beam of the upper module and the column of the upper module, an upper base plate is fixedly connected on each of the two outer side surfaces of the column of the upper module, and the two upper base plates are respectively opposite to the vertical edges of the two L-shaped upper cover plates; an L-shaped lower cover plate is fixedly connected to the corner formed by the ceiling beam of the lower module and the column of the lower module, a lower base plate is fixedly connected to the two outer side surfaces of the column of the lower module, and the two lower base plates are respectively opposite to the vertical edges of the two L-shaped lower cover plates; the column of the upper module, the upper inserting column section and the vertical edge of the opposite L-shaped upper cover plate are connected with the upper backing plate by adopting upper horizontal bolts; the column of the lower module, the lower inserting column section and the vertical edge of the opposite L-shaped lower cover plate are connected with the lower backing plate by adopting lower horizontal bolts; the horizontal edges of the L-shaped upper cover plate, the floor beams of the upper modules, the overhanging beam plates, the ceiling beams of the lower modules and the horizontal edges of the L-shaped lower cover plate are connected together by adopting vertical bolts, wherein the horizontal edges of the L-shaped upper cover plate, the floor beams of the upper modules, the overhanging beam plates, the ceiling beams of the lower modules and the horizontal edges of the L-shaped lower cover plate are sequentially arranged from top to bottom.
The upper module and the lower module are both made of square tubular members.
The upper module and the lower module are steel members.
The L-shaped upper cover plate and the L-shaped lower cover plate which are opposite from top to bottom are structurally symmetrical from top to bottom.
The invention has the advantages and positive effects that: the upper module and the lower module are connected into a reliable whole through the nodes, and under the combined action, the connecting nodes can meet the mechanical property requirements of tensile strength, shearing strength and bending resistance. And the node has reasonable structure, full bolted connection, no welding on site, convenient installation and disassembly, and can rapidly and efficiently complete the on-site assembly of the upper module and the lower module.
Drawings
FIG. 1 is an exploded view of the structure of the present invention;
FIG. 2 is a schematic diagram of the structure of the present invention;
fig. 3 is a schematic view of a modular building to which the present invention is applied.
In the figure: 1. a column of an upper module; 2. a column of a lower module; 3. floor beams of the upper module; 4. ceiling beams of the lower module; 5. an L-shaped upper cover plate; 6. an L-shaped lower cover plate; 7. an upper backing plate; 8. a lower backing plate; 9-1, a column; 9-2, overhanging the beam connecting plate; 10. an upper horizontal bolt; 11. a lower horizontal bolt; 12. vertical bolts.
Detailed Description
For a further understanding of the invention, its features and advantages, reference is now made to the following examples, which are illustrated in the accompanying drawings in which:
Referring to fig. 1-3, a corner connecting node of a fully-bolted vertically and horizontally assembled module building comprises a middle connecting plug-in, wherein the middle connecting plug-in is provided with a column 9-1, two overhanging beam plates 9-2 perpendicular to the middle of the column 9-1 are arranged, the two overhanging beam plates 9-2 are perpendicular to each other, the column 9-1 is divided into an upper inserting column section and a lower inserting column section by the two overhanging beam plates 9-2, the upper inserting column section is inserted in the column bottom of an upper module in an anastomotic manner, the lower inserting column section is inserted in the column top of a lower module in an anastomotic manner, and the two overhanging beam plates 9-2 are clamped between a floor beam 3 of the upper module and a ceiling beam 4 of the lower module in a one-to-one correspondence manner.
An L-shaped upper cover plate 5 is fixedly connected at the corner formed by the floor beam 3 of the upper module and the column 1 of the upper module, an upper base plate 7 is fixedly connected on two outer side surfaces of the column 1 of the upper module, and the two upper base plates 7 are respectively opposite to the vertical edges of the two L-shaped upper cover plates 5; an L-shaped lower cover plate 6 is fixedly connected to the corner formed by the ceiling beam 4 of the lower module and the column 2 of the lower module, a lower base plate 8 is fixedly connected to two outer side surfaces of the column 2 of the lower module, and the two lower base plates 8 are opposite to the vertical edges of the two L-shaped lower cover plates 6 respectively.
The column 1 of the upper module, the upper inserted column section and the vertical edge of the opposite L-shaped upper cover plate 5 are connected with the upper base plate 7 by adopting an upper horizontal bolt 10; the column 2 of the lower module, the lower inserted column section and the vertical edge of the opposite L-shaped lower cover plate 6 are connected with the lower backing plate 8 by adopting a lower horizontal bolt 11; the horizontal edges of the L-shaped upper cover plate 5, the floor beams 3 of the upper modules, the overhanging beam plates 9-2, the ceiling beams 4 of the lower modules and the horizontal edges of the L-shaped lower cover plate 6 which are sequentially arranged from top to bottom are connected together by adopting vertical bolts 12.
In this embodiment, both the upper and lower modules are made of square tubular members. The upper module and the lower module are steel members. The L-shaped upper cover plate 5 and the L-shaped lower cover plate 6 which are opposite from each other are vertically symmetrical.
Although the preferred embodiments of the present invention have been described above with reference to the accompanying drawings, the present invention is not limited to the above-described embodiments, which are merely illustrative and not restrictive, and many forms may be made by those having ordinary skill in the art without departing from the spirit of the present invention and the scope of the appended claims, which are within the scope of the present invention.
Claims (1)
1. The corner connecting node of the full-bolt longitudinal and transverse assembly type module building is characterized by comprising a middle connecting plug-in, wherein the middle connecting plug-in is provided with a column body, two overhanging beam plates perpendicular to the middle part of the column body are arranged, the two overhanging beam plates are perpendicular to each other, the column body is divided into an upper inserting column section and a lower inserting column section by the two overhanging beam plates, the upper inserting column section is inserted into the column bottom of an upper module in an anastomotic manner, the lower inserting column section is inserted into the column top of a lower module in an anastomotic manner, and the two overhanging beam plates are clamped between a floor beam of the upper module and a ceiling beam of the lower module in a one-to-one correspondence manner;
An L-shaped upper cover plate is fixedly connected at the corner formed by the floor beam of the upper module and the column of the upper module, an upper base plate is fixedly connected on each of the two outer side surfaces of the column of the upper module, and the two upper base plates are respectively opposite to the vertical edges of the two L-shaped upper cover plates; an L-shaped lower cover plate is fixedly connected to the corner formed by the ceiling beam of the lower module and the column of the lower module, a lower base plate is fixedly connected to the two outer side surfaces of the column of the lower module, and the two lower base plates are respectively opposite to the vertical edges of the two L-shaped lower cover plates;
The column of the upper module, the upper inserting column section and the vertical edge of the opposite L-shaped upper cover plate are connected with the upper backing plate by adopting upper horizontal bolts; the column of the lower module, the lower inserting column section and the vertical edge of the opposite L-shaped lower cover plate are connected with the lower backing plate by adopting lower horizontal bolts; the horizontal edges of the L-shaped upper cover plate, the floor beams of the upper modules, the overhanging beam plates, the ceiling beams of the lower modules and the horizontal edges of the L-shaped lower cover plate are connected together by adopting vertical bolts;
The upper module and the lower module are both made of square tubular members;
the upper module and the lower module are steel components;
the L-shaped upper cover plate and the L-shaped lower cover plate which are opposite from top to bottom are structurally symmetrical from top to bottom.
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 CN108316474A (en) | 2018-07-24 |
| CN108316474B true 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) |
Families Citing this family (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 |
| CN111608268B (en) * | 2020-06-10 | 2021-09-10 | 四川海聚环保科技有限责任公司 | 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 |
| CN114922295B (en) * | 2022-05-18 | 2024-03-26 | 东南大学 | Middle bolt connection node of modularized steel structure 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 |
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-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 |
| 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-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 |
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108316474A (en) | 2018-07-24 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108316474B (en) | Full-bolt longitudinal and transverse assembly type module building corner connecting node | |
| CN108222255B (en) | Full bolt assembled type connection node between side units of modular building | |
| CN108193772B (en) | Middle connecting node of full-bolt longitudinal and transverse assembly type module building | |
| KR20130139627A (en) | Steel plate shear wall structure using block assembly | |
| MXPA06012692A (en) | Two-way architectural structural system and modular support member. | |
| CN102444224A (en) | Concrete composite shear wall | |
| CN210263379U (en) | Main body frame structure of modular assembly type steel structure house and corner post thereof | |
| CN202298983U (en) | Concrete composite shear wall | |
| CN103498509A (en) | Steel structure combined column system and connecting method thereof | |
| CN101906818B (en) | Assembled earthquake-proof board room | |
| CN209817172U (en) | Horizontal seam unit is connected futilely to assembled shear force wall | |
| KR20130036486A (en) | A joint structure of modules of modular building | |
| CN109898644B (en) | Modularized steel structure node | |
| CN210562626U (en) | Hexagonal assembly type steel structure module | |
| CN204299038U (en) | Embedded channel-section steel stent-type wallboard and use the prefabricated building of this wallboard | |
| CN215888746U (en) | Connecting structure of partition wall and steel structure building main body | |
| CN112012336A (en) | Be applied to quick installation auto-lock node of modularization steel construction building | |
| CN210032084U (en) | Modularization steel structure node | |
| CN211816926U (en) | Girder steel cross node beam column connection structure | |
| CN209817104U (en) | House frame connection structure | |
| CN211143311U (en) | Bolted steel structure building frame structure formed by combined steel beam columns | |
| CN209854935U (en) | Compound concrete-filled steel tube corner post-steel beam joint | |
| CN103953111B (en) | A kind of industrialization assembled steel framework occlusion splicing system | |
| KR20180092128A (en) | Module type building structure | |
| CN112049258A (en) | End plate node of embedded connecting piece for H-shaped steel beam-column connection and preparation method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |