CN108222276A - The through modular structure system of full bolt splicing separating plate - Google Patents

The through modular structure system of full bolt splicing separating plate Download PDF

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Publication number
CN108222276A
CN108222276A CN201810127019.0A CN201810127019A CN108222276A CN 108222276 A CN108222276 A CN 108222276A CN 201810127019 A CN201810127019 A CN 201810127019A CN 108222276 A CN108222276 A CN 108222276A
Authority
CN
China
Prior art keywords
modular unit
node
partition board
modular
perforation
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
CN201810127019.0A
Other languages
Chinese (zh)
Inventor
陈志华
钟旭
王小盾
余玉洁
刘洋
刘佳迪
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.)
Tianjin University
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Tianjin University
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 Tianjin University filed Critical Tianjin University
Priority to CN201810127019.0A priority Critical patent/CN108222276A/en
Publication of CN108222276A publication Critical patent/CN108222276A/en
Pending legal-status Critical Current

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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
    • E04B1/348Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34815Elements not integrated in a skeleton
    • E04B1/3483Elements not integrated in a skeleton the supporting structure consisting of metal
    • 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
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • 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
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • E04B1/5806Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The invention discloses a kind of complete through modular structure systems of bolt splicing separating plate, the system is spliced using modular unit, beam column intersection of the modular unit in top quadrangle is equipped with ceiling barrier and penetrates through node, modular unit is equipped with floor diaphragm in the beam column intersection of bottom four corners and penetrates through node, splicing node structure between the system modular unit includes horizontal connecting plate, horizontal connecting plate is covered in the adjacent modular unit ceiling barrier of same layer and penetrates through any group of node to all on upper partition board of place, the partition board under in upper partition board and modular unit floor diaphragm perforation node of horizontal connecting plate and modular unit ceiling barrier adjacent thereto perforation node is linked together using vertical bolt high-strength bolt.The present invention can meet scene splicing simplicity, welding, connection reliably, between unit power transmission clearly require.

Description

The through modular structure system of full bolt splicing separating plate
Technical field
The present invention relates to building module structural system, particularly a kind of complete through modular structure of bolt splicing separating plate System.
Background technology
Steel structure module is built, and is the new structural systen being made of a series of modular unit in three-dimensional building spaces, is belonged to High-end product in assembled architecture.The work progress of building module mainly includes shop prefabricated module unit (containing most of Go along with sb. to guard him and fit up), transportation module unit and scene splicing assemble integral three phases.Building module is equal by most of work Factory is placed on to complete, it can be achieved that standardized production, greatly simplifies the flow of site operation, and farthest improves The machining accuracy of component component, so as to have the shortening construction period, the raising quality of production, use manpower and material resources sparingly, green ring of constructing The number of advantages such as guarantor.Therefore, such structural system has vast potential for future development.
Construction characteristic more than integration module building, the safety of building module and total quality are heavily dependent on The quality of connecting node between unit.As the country is increasing to the research of building module, the level of application of building module is gradually It improves, how while quick and convenient in-site installation, reduction On-site Welding Technology is ensured, ensures to splice between unit to greatest extent Reliability, be critical issue urgently to be resolved hurrily.
Invention content
The present invention provides a kind of complete through mould of bolt splicing separating plate to solve technical problem present in known technology Block structure system, the system can meet scene splicing simplicity, welding, connection reliably, between unit power transmission clearly require.
The present invention is adopted the technical scheme that solve technical problem present in known technology:A kind of full bolt splicing Diaphragm-through type modular structure system, the system are spliced using modular unit, and the modular unit is in top quadrangle Beam column intersection be equipped with ceiling barrier penetrate through node, the modular unit bottom four corners beam column intersection be equipped with floor Partition board penetrates through node, and the ceiling barrier perforation node and floor diaphragm perforation node are equipped with corner component, described Corner component uses box-structure, equipped with the horizontal partition board of twice up and down and vertical four sides end plate, the column of the modular unit Affixed with the partition board of corresponding box-structure, the beam of the modular unit and the end plate of corresponding box-structure are affixed, are connecting Any end plate for having beam is equipped with gathering hole II, and the four corners on the floor of the modular unit or ceiling are equipped with operation Mouth I;Splicing node structure between the system modular unit includes horizontal connecting plate, and it is adjacent that the horizontal connecting plate is covered in same layer Modular unit ceiling barrier any group of node of perforation to all on upper partition board of place, the horizontal connecting plate and and its Adjacent modular unit ceiling barrier perforation node exists in upper partition board and modular unit floor diaphragm perforation node Under partition board linked together using vertical bolt high-strength bolt.
Vertical stiffener is equipped in the box-structure.
The column of the modular unit uses quadrate steel pipe column, and the beam of the modular unit uses channel cross-section beam.
The invention has the advantages and positive effects that:By vertical high-strength bolt and horizontal connecting plate by upper and lower layer Modular unit be connected as entirety, bear jointly vertical with horizontal loading, splicing node can ensure preferable tension, shearing resistance, anti- Curved requirement for bearing capacity, construction site do not need to welding procedure using being bolted entirely, and operation is easier;It is logical inside modular unit The node using box-structure is crossed, makes the splicing between unit that can be carried out inside modular unit, can effectively avoid modular unit and exist Construction blind area when interior joint position is spliced, so as to improve the reliability connected between modular unit.And present invention construction letter Single, power transmission is clear and definite.
Description of the drawings
Fig. 1 is the structural diagram of the present invention;
Fig. 2 is the modular unit structure diagram of the present invention;
Fig. 3 is that the ceiling barrier of the modular unit of the present invention penetrates through node structure schematic diagram;
Fig. 4 is that the floor diaphragm of the modular unit of the present invention penetrates through node structure schematic diagram;
Fig. 5 is the vertical view of the present invention;
Fig. 6 is the corner splicing structural decomposition diagram of the present invention;
Fig. 7 is the corner splicing structure diagram of the present invention.
In figure:1-1, ceiling barrier perforation node, 1-2, floor diaphragm perforation node, 1-3, modular unit column, 1- 4th, the beam of modular unit, 1-5, gathering hole I;2-1, partition board, 2-2, end plate, 2-3, gathering hole II, 2-4, vertical stiffener;3rd, water Flushconnection plate;4th, vertical high-strength bolt.
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:
~Fig. 7, a kind of complete through modular structure system of bolt splicing separating plate are please referred to Fig.1, which is using module What unit 1 was spliced, beam column intersection of the modular unit in top quadrangle is equipped with ceiling barrier and penetrates through node 1-1, The modular unit is equipped with floor diaphragm perforation node 1-2, the ceiling barrier perforation in the beam column intersection of bottom four corners Node and floor diaphragm perforation node are respectively provided with corner component 2, and the corner component uses box-structure, equipped with horizontal Upper and lower twice partition board 2-1 and vertical four sides end plate 2-2, column 1-3 and the partition board of corresponding box-structure of the modular unit 2-1 is affixed, and the beam 1-4 of the modular unit is affixed with the end plate 2-2 of corresponding box-structure, in any end plate for being connected with beam II 2-3 of gathering hole is equipped with, the four corners on the floor of the modular unit or ceiling are equipped with I 1-5 of gathering hole.
Splicing node structure between the system modular unit includes horizontal connecting plate 3, and the horizontal connecting plate 3 is covered in phase Any group adjacent of modular unit ceiling barrier perforation node 1-1 is to all on upper partition board 2-1 of place, the horizontal connection Plate 3 and modular unit ceiling barrier adjacent thereto penetrate through node 1-1 in upper partition board 2-1 and modular unit floor diaphragm Partition board 2-1s of the node 1-2 under is penetrated through to link together using vertical high-strength bolt 4.
In the present embodiment, vertical stiffener 2-4 is equipped in the box-structure.The column 1-3 of the modular unit is adopted With quadrate steel pipe column, the beam 1-4 of the modular unit uses channel cross-section beam.
The ceiling barrier perforation node 1-1 and floor diaphragm perforation node 1-2 of above-mentioned modular unit are both between unit Splice position, but be pressure, it is curved, cut coefficient region, therefore be the position of the key design of the structural system, horizontal baffle It should meet net section anti-bending bearing capacity, shear-carrying capacity and office with the thickness of vertical end plate and the thickness and quantity for floor of putting more energy into Portion's Compressive Bearing Capacity requirement;The quantity and spacing of bolt hole should meet the power transmission requirement between unit.
During using the present invention, modular unit is prefabricated in the factory, and using welding structure, completes bolt hole, gathering hole I, operation The processing of mouth II and II covering plate of gathering hole I and gathering hole;Horizontal connecting plate 3 is prefabricated in the factory, and completes the processing of bolt hole, Horizontal connecting plate 3 should have different dimensions, correspond to the connection in corner, edge and middle part three classes position respectively.
When constructing at the scene, after lower module unit lifting is in place, section is penetrated through in the ceiling barrier of lower module unit Corresponding horizontal connecting plate is placed in point top according to the difference of connecting portion between unit, ensure on ceiling barrier perforation node every Bolt hole consistency from top to bottom on bolt hole and horizontal connecting plate on plate.Then, the floor diaphragm of upper layer module unit is penetrated through Bolt hole consistency from top to bottom on bolt hole and horizontal connecting plate on node upper spacer, and pass through a certain number of vertical high-strength spiral shells The Bolt connection of bolt composition.After splicing, using etc. strong covering plate connect with the keel on ceiling or floor, close day Gathering hole I on card or floor, to ensure that covering plate has identical building function with ceiling or floor.
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 (3)

1. a kind of through modular structure system of full bolt splicing separating plate, the system are spliced using modular unit, It is characterized in that, beam column intersection of the modular unit in top quadrangle is equipped with ceiling barrier and penetrates through node, the module list Member is equipped with floor diaphragm in the beam column intersection of bottom four corners and penetrates through node, the ceiling barrier perforation node and the floor Partition board perforation node is equipped with corner component, and the corner component uses box-structure, equipped with the horizontal partition board of twice up and down and Vertical four sides end plate, the column of the modular unit and the partition board of corresponding box-structure are affixed, the beam of the modular unit with The end plate of corresponding box-structure is affixed, gathering hole II is equipped on any end plate for be connected with beam, in the modular unit The four corners of floor or ceiling are equipped with gathering hole I;
Splicing node structure between the system modular unit includes horizontal connecting plate, and it is adjacent that the horizontal connecting plate is covered in same layer Modular unit ceiling barrier any group of node of perforation to all on upper partition board of place, the horizontal connecting plate and and its Adjacent modular unit ceiling barrier perforation node exists in upper partition board and modular unit floor diaphragm perforation node Under partition board linked together using vertical bolt high-strength bolt.
2. the through modular structure system of full bolt splicing separating plate according to claim 1, which is characterized in that in the case Vertical stiffener is equipped in type structure.
3. the through modular structure system of full bolt splicing separating plate according to claim 1, which is characterized in that the module The column of unit uses quadrate steel pipe column, and the beam of the modular unit uses channel cross-section beam.
CN201810127019.0A 2018-02-08 2018-02-08 The through modular structure system of full bolt splicing separating plate Pending CN108222276A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810127019.0A CN108222276A (en) 2018-02-08 2018-02-08 The through modular structure system of full bolt splicing separating plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810127019.0A CN108222276A (en) 2018-02-08 2018-02-08 The through modular structure system of full bolt splicing separating plate

Publications (1)

Publication Number Publication Date
CN108222276A true CN108222276A (en) 2018-06-29

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109235654A (en) * 2018-10-19 2019-01-18 科能源科技(天津)有限公司 A kind of connection method of modular architectural
CN113356364A (en) * 2021-05-20 2021-09-07 郑州工业应用技术学院 Rapid turnover assembly type steel structure and construction method thereof

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100923637B1 (en) * 2009-07-13 2009-10-23 금강공업 주식회사 Architectural modular unit with reinforced connecting structure
KR20100103168A (en) * 2009-03-13 2010-09-27 재단법인 포항산업과학연구원 Module unit for modular building
CN202644723U (en) * 2012-06-01 2013-01-02 中国国际海运集装箱(集团)股份有限公司 Container modularization building reinforcement bearing force component
CN104652610A (en) * 2015-02-12 2015-05-27 同济大学 Corner splice joint structure for box-type module building
CN106988433A (en) * 2017-04-29 2017-07-28 天津大学 A kind of modular containers build connecting node

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20100103168A (en) * 2009-03-13 2010-09-27 재단법인 포항산업과학연구원 Module unit for modular building
KR100923637B1 (en) * 2009-07-13 2009-10-23 금강공업 주식회사 Architectural modular unit with reinforced connecting structure
CN202644723U (en) * 2012-06-01 2013-01-02 中国国际海运集装箱(集团)股份有限公司 Container modularization building reinforcement bearing force component
CN104652610A (en) * 2015-02-12 2015-05-27 同济大学 Corner splice joint structure for box-type module building
CN106988433A (en) * 2017-04-29 2017-07-28 天津大学 A kind of modular containers build connecting node

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109235654A (en) * 2018-10-19 2019-01-18 科能源科技(天津)有限公司 A kind of connection method of modular architectural
CN113356364A (en) * 2021-05-20 2021-09-07 郑州工业应用技术学院 Rapid turnover assembly type steel structure and construction method thereof

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