[go: up one dir, main page]

CN112227519A - Novel modular building structure of concatenation formula - Google Patents

Novel modular building structure of concatenation formula Download PDF

Info

Publication number
CN112227519A
CN112227519A CN202011053999.8A CN202011053999A CN112227519A CN 112227519 A CN112227519 A CN 112227519A CN 202011053999 A CN202011053999 A CN 202011053999A CN 112227519 A CN112227519 A CN 112227519A
Authority
CN
China
Prior art keywords
diamond
cross main
building structure
main frame
modular building
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
Application number
CN202011053999.8A
Other languages
Chinese (zh)
Inventor
王兴文
靳丽娜
徐荣平
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangsu Lanquan New Material Co ltd
Original Assignee
Jiangsu Lanquan New Material Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Jiangsu Lanquan New Material Co ltd filed Critical Jiangsu Lanquan New Material Co ltd
Priority to CN202011053999.8A priority Critical patent/CN112227519A/en
Publication of CN112227519A publication Critical patent/CN112227519A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The invention discloses a spliced novel modular building structure which comprises a plurality of cross main frames which are spliced with each other, wherein each cross main frame comprises a hollow cylindrical transverse rod and a hollow cylindrical vertical rod, and the upper surfaces of two ends of each transverse rod are provided with notches; the left and right adjacent cross main frames are connected with a plurality of diamond-shaped pins through connecting columns, first diamond-shaped holes are formed in the surfaces of the connecting columns, matched second diamond-shaped holes are formed in the cross main frames, and diamond-shaped keys sequentially penetrate through the second diamond-shaped holes and the first diamond-shaped holes; the upper cross main frame and the lower cross main frame are connected through a connecting sleeve, a through hole is formed in the connecting sleeve, and a rivet penetrates through the through hole. Compare with traditional concrete placement's mode, the construction period of this device is shorter, only need during site operation with spliced pole, rhombus key and adapter sleeve alright splice a plurality of cross body frame, the concatenation is efficient, the structural strength after the concatenation is accomplished is high.

Description

Novel modular building structure of concatenation formula
Technical Field
The invention relates to a spliced novel modular building structure.
Background
Along with the development of building industrialization, the modularization building structure mode receives building engineer's favor more and more, and the modularization building has construction cycle short, structural strength is high, to a great deal of advantages such as on-the-spot pollution, can effectually solve traditional reinforced concrete and pour the mode construction slow, to the environment produce defects such as pollution, noise height.
The main difficulty of the modular building structure is concentrated on the splicing of the frameworks, and the splicing points of the frameworks are also stress concentration points. And the main construction on site is also the splicing of the framework, so the splicing mode of the framework is the key point whether the modular building structure is practical or not.
For engineers, the connection mode of the skeleton needs to meet the following two basic requirements. Firstly, the splicing mode is required to be simple, and the operation time is short; secondly, the splicing structure is required to have good structural strength, and the structural stability of the whole building can be ensured.
Disclosure of Invention
The invention aims to overcome the defects of the prior art and provides a spliced novel modular building structure.
A spliced novel modular building structure comprises a plurality of cross main frames which are spliced with each other, wherein each cross main frame comprises a hollow cylindrical transverse rod and a hollow cylindrical vertical rod, and the upper surfaces of the two ends of each transverse rod are provided with notches;
the left and right adjacent cross main frames are connected with a plurality of diamond-shaped pins through connecting columns, first diamond-shaped holes are formed in the surfaces of the connecting columns, matched second diamond-shaped holes are formed in the cross main frames, and diamond-shaped keys sequentially penetrate through the second diamond-shaped holes and the first diamond-shaped holes;
the upper cross main frame and the lower cross main frame are connected through a connecting sleeve, a through hole is formed in the connecting sleeve, and a rivet penetrates through the through hole.
Preferably, the cross main frame is made of steel.
Preferably, the rivet is made of low carbon steel.
Preferably, the wall thickness of the cross main frame is 5-10 mm.
Preferably, the cross bar and the vertical bar are integrally formed.
Preferably, the wall thickness of the connecting sleeve is 5-10 mm.
Has the advantages that:
the device forms a framework of a building by splicing the plurality of cross main frames, and forms a building wall by sticking and mounting the heat-insulating partition plate on the outer surface of the framework.
Compare with traditional concrete placement's mode, the construction period of this device is shorter, only need during site operation with spliced pole, rhombus key and adapter sleeve alright splice a plurality of cross body frame, the concatenation is efficient, the structural strength after the concatenation is accomplished is high.
Description of the drawings:
FIG. 1 is a schematic overall structure view of a novel modular building structure of the splicing type;
FIG. 2 is a partial exploded view of a new modular building structure of the splicing type;
1. the cross main frame 2, the connecting sleeve 3, the rivet 4, the connecting column 5 and the diamond key.
Detailed Description
For the purpose of enhancing understanding of the present invention, the present invention will be further described in detail with reference to the following examples, which are provided for illustration only and are not to be construed as limiting the scope of the present invention.
The utility model provides a novel modular building structure of concatenation formula, includes the cross body frame 1 of the mutual concatenation of a plurality of, the material of cross body frame 1 is the steel, and the wall thickness of cross body frame 1 is 6 mm.
The cross main frame 1 comprises a hollow cylindrical cross rod and a hollow cylindrical vertical rod, and the upper surfaces of the two ends of the cross rod are provided with notches.
Two adjacent cross body frames 1 link to each other through spliced pole 4 and a plurality of rhombus round pin 5 about, the surface of spliced pole 4 is equipped with first diamond hole, is equipped with the second diamond hole that matches on the cross body frame 1, and rhombus key 5 passes second diamond hole and first diamond hole in proper order.
The upper and lower adjacent cross main frames 1 are connected through the connecting sleeve 2, and the wall thickness of the connecting sleeve 2 is 6 mm. The connecting sleeve 2 is provided with a through hole, the through hole is internally penetrated with a rivet 3, and the rivet 3 is made of low-carbon steel.
Assembly process:
1. placing a plurality of cross main frames 1 on a horizontal ground according to splicing requirements;
2. the connecting column 4 is inserted between the two cross main frames 1 along the direction of the gap in the transverse cross main frame bracket 1;
3. then inserting the diamond-shaped key 5 into the second diamond-shaped hole and the first diamond-shaped hole of the cross-shaped main frame 1 and the connecting column 5;
4. after the insertion, upsetting two ends of the diamond-shaped key 5;
5. a plurality of rows of cross main frames 1 which are transversely connected are connected through connecting sleeves 2;
6. after the placement is finished, punching holes on the cross main frame 1 by using a percussion drill, and then inserting the holes by using rivets 3;
7. after the insertion, both ends of the rivet 3 are upset.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.

Claims (6)

1. A spliced novel modular building structure is characterized by comprising a plurality of cross main frames which are spliced with each other, wherein each cross main frame comprises a hollow cylindrical transverse rod and a hollow cylindrical vertical rod, and the upper surfaces of two ends of each transverse rod are provided with notches;
the left and right adjacent cross main frames are connected with a plurality of diamond-shaped pins through connecting columns, first diamond-shaped holes are formed in the surfaces of the connecting columns, matched second diamond-shaped holes are formed in the cross main frames, and diamond-shaped keys sequentially penetrate through the second diamond-shaped holes and the first diamond-shaped holes;
the upper cross main frame and the lower cross main frame are connected through a connecting sleeve, a through hole is formed in the connecting sleeve, and a rivet penetrates through the through hole.
2. The splicing type novel modular building structure as claimed in claim 1, wherein the cross main frame is made of steel.
3. The splicing type novel modular building structure as claimed in claim 1, wherein the rivet is made of mild steel.
4. The splicing novel modular building structure of claim 1, wherein the wall thickness of the cross main frame is 5-10 mm.
5. The modular building structure of claim 1, wherein the cross bars and the vertical bars are integrally formed.
6. A spliced novel modular building structure according to claim 1, wherein the wall thickness of the connecting sleeve is 5-10 mm.
CN202011053999.8A 2020-09-30 2020-09-30 Novel modular building structure of concatenation formula Pending CN112227519A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202011053999.8A CN112227519A (en) 2020-09-30 2020-09-30 Novel modular building structure of concatenation formula

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202011053999.8A CN112227519A (en) 2020-09-30 2020-09-30 Novel modular building structure of concatenation formula

Publications (1)

Publication Number Publication Date
CN112227519A true CN112227519A (en) 2021-01-15

Family

ID=74119368

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202011053999.8A Pending CN112227519A (en) 2020-09-30 2020-09-30 Novel modular building structure of concatenation formula

Country Status (1)

Country Link
CN (1) CN112227519A (en)

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005155139A (en) * 2003-11-25 2005-06-16 Oriental Construction Co Ltd Seismic reinforcing external frame construction method of existing building
EP1916349A2 (en) * 2006-10-18 2008-04-30 Antonio Murcia Alonso Angular joint element for metal carpentry
US20090100796A1 (en) * 2007-04-12 2009-04-23 Andrew Denn Devices and Methods for Use in Construction
CN106284368A (en) * 2016-08-10 2017-01-04 兰州理工大学 A kind of recyclable assembled frame sawtooth anchor pole and construction method
CN206205214U (en) * 2016-11-30 2017-05-31 巴中市正大防水保温工程有限公司 A kind of light cellular partition board
JP2018016978A (en) * 2016-07-26 2018-02-01 株式会社竹中工務店 Structural member
CN109487805A (en) * 2018-12-20 2019-03-19 中铁二院工程集团有限责任公司 Pin-connected panel damping Anchored frame beam
WO2019088829A1 (en) * 2017-10-30 2019-05-09 Cutwork B.V. Support structure
CN110528682A (en) * 2019-08-24 2019-12-03 江苏华亚工程设计研究院有限公司 A kind of assembly concrete grid type frame and construction method
US20200018058A1 (en) * 2017-04-03 2020-01-16 Bull Moose Tube Company Structural support member with swaged female interface
CN110700409A (en) * 2019-10-17 2020-01-17 韶关市欧姆机电设备有限公司 Steel structure for assembly type building and assembly method

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005155139A (en) * 2003-11-25 2005-06-16 Oriental Construction Co Ltd Seismic reinforcing external frame construction method of existing building
EP1916349A2 (en) * 2006-10-18 2008-04-30 Antonio Murcia Alonso Angular joint element for metal carpentry
US20090100796A1 (en) * 2007-04-12 2009-04-23 Andrew Denn Devices and Methods for Use in Construction
JP2018016978A (en) * 2016-07-26 2018-02-01 株式会社竹中工務店 Structural member
CN106284368A (en) * 2016-08-10 2017-01-04 兰州理工大学 A kind of recyclable assembled frame sawtooth anchor pole and construction method
CN206205214U (en) * 2016-11-30 2017-05-31 巴中市正大防水保温工程有限公司 A kind of light cellular partition board
US20200018058A1 (en) * 2017-04-03 2020-01-16 Bull Moose Tube Company Structural support member with swaged female interface
WO2019088829A1 (en) * 2017-10-30 2019-05-09 Cutwork B.V. Support structure
CN109487805A (en) * 2018-12-20 2019-03-19 中铁二院工程集团有限责任公司 Pin-connected panel damping Anchored frame beam
CN110528682A (en) * 2019-08-24 2019-12-03 江苏华亚工程设计研究院有限公司 A kind of assembly concrete grid type frame and construction method
CN110700409A (en) * 2019-10-17 2020-01-17 韶关市欧姆机电设备有限公司 Steel structure for assembly type building and assembly method

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
何平 等: "《装饰施工》", 31 December 1997, 东南大学出版社 *
杨金铎 等: "《装饰装修构造(第二版)》", 31 January 2005, 中国建材工业出版社 *
黄正訚: "《焊接结构生产》", 31 December 1990, 机械工业出版社 *

Similar Documents

Publication Publication Date Title
JP6802594B1 (en) Assembly slab type wood steel composite node and its assembly method
CN212582889U (en) Splicing reinforced building beam column joint connecting structure
CN207048074U (en) A kind of H profile steel beam and the full bolt connection node of interior quadrate steel pipe column of putting more energy into and a kind of crisscross joint are put more energy into block
CN110158808B (en) Vertical node connection form of assembled steel tube bundle concrete
CN106013441A (en) Connecting casing with steel structure
CN114109074A (en) Temporary support structure for upper part of steel bar truss floor support plate and construction method thereof
CN102182276A (en) Mega column in shape of double Chinese characters ya and manufacturing method thereof
CN112227519A (en) Novel modular building structure of concatenation formula
RU1838531C (en) Joint of beams with one or more uprights
CN215211577U (en) Beam column node structure easy to build
CN220644590U (en) Assembled beam column coupling mechanism
CN216007310U (en) Stiff column or steel core concrete column and concrete beam steel bar connection node
CN217105512U (en) Modularization concrete beam column assembly connection structure
CN215802266U (en) Direct-insertion type bolt-free connecting joint of closed cavity column and steel beam
CN216740016U (en) Cold-formed thin-wall steel keel for assembled concrete beam
CN215907025U (en) Connecting joint of U-shaped steel-clad concrete beam and steel-reinforced concrete precast column
CN213359298U (en) Temporary fixing platform for steel structure installation
CN209397717U (en) An assembled semi-rigid beam-column energy-dissipating node connector of bamboo-wood structure
CN210797881U (en) Internal connection type beam column joint
CN208023745U (en) A kind of prefabrication and assembly construction steel reinforced concrete intercolumniation fast joint structure
CN222730796U (en) Steel structural beam through node structure
CN110258508B (en) T-joint structural joint of new and old diaphragm wall and construction method
CN220814255U (en) Concrete column pre-buried node
CN219690728U (en) Assembled concrete frame node structure
CN223176772U (en) A modular slope building reinforcement component

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
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20210115