CN103938715A - Modularized steel structure building wall and column structure - Google Patents

Modularized steel structure building wall and column structure Download PDF

Info

Publication number
CN103938715A
CN103938715A CN201410207889.0A CN201410207889A CN103938715A CN 103938715 A CN103938715 A CN 103938715A CN 201410207889 A CN201410207889 A CN 201410207889A CN 103938715 A CN103938715 A CN 103938715A
Authority
CN
China
Prior art keywords
steel
wall
plate
wallboard
junction 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.)
Pending
Application number
CN201410207889.0A
Other languages
Chinese (zh)
Inventor
谢合清
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201410207889.0A priority Critical patent/CN103938715A/en
Publication of CN103938715A publication Critical patent/CN103938715A/en
Priority to CN201510085934.4A priority patent/CN104612287A/en
Pending legal-status Critical Current

Links

Landscapes

  • Load-Bearing And Curtain Walls (AREA)

Abstract

Provided is a modularized steel structure building wall and column structure. A wave-shaped wallboard of a container side plate is adopted, flanges are installed at the upper end and the lower end of the wallboard, a certain number of shearing pins and more than two lug plates are installed on the upper flange and the lower flange, the end of the wave-shaped wallboard is connected with connecting plates on a steel column through bolts and can be welded or slits are filled with sealant after the installation is in position, and the upper flange and the lower flange of the wallboard can be welded to a flange connecting plate on the steel column or be in friction type connection by adopting a high-strength bolt and can also be directly welded to the steel column. The connecting plates connected with the wave-shaped wallboard and the connecting plates connected with a wallboard flange plate are installed on the steel column and can be in an L shape, a T shape and a cross shape according to the position where the steel column is located, and the section of the steel column can be a rectangular steel pipe, a circular steel pipe or a flat steel plate. The modularized steel structure building wall and column structure is suitable for multilayer, high-rise and low-layer buildings, has the advantages of prefabrication, high-efficiency construction site mounting, light weight and low cost, and the building life and habitability can be the same as a conventional concrete frame structure building.

Description

Modularization steel structure building body of wall and pillar structure
Technical field
The invention belongs to construction steel structure technical field, relate to a kind of body of wall and pillar structure of modularization steel structure building.
Background technology
Traditional steel structure building is divided into industrial premises and civilian construction by purposes, is divided into Heavy Type Steel Structure and light section steel structure by structure, is divided into single-layer steel structure, multi-storey steel structure and high-rise steel structure etc. by the number of plies.
Conventional heavy-duty steel structure building generally forms frame construction by steel column, girder steel, adopt various groove shape die mould steel building to hold with Combined concrete and become floor, floor support plate is laid on girder steel, and on girder steel, weld the WELDING STUDS of some, wall face adopts the materials such as light-duty building block, curtain wall, compression color steel plate, light section steel structure building is generally also made up of light roof, wall coverings such as post, girder construction and compression color steel plates (or composite color plate), and also having a class is to develop and next light-duty, low layer mobile house from container.
Traditional Heavy Type Steel Structure building is generally prefabrication, building-site is installed, there is structure light compared with concrete structure, building site installation effectiveness is high, integrated engineering progress is fast and save the advantages such as infrastructure investment, but traditional Heavy Type Steel Structure building building site installation workload is still larger, there is a large amount of structural members to need to install, welding, although traditional Light-weight Steel Structures building site installation workload is little, but load-bearing and the life-span in house are all restricted, be generally used for temporary building, the steel work board house of using as building site, developed and next mobile house limited space by container, while becoming spelling group because of have repetition between wall and terrace and floor, and uneconomical.
Summary of the invention
In order to overcome, conventional heavy-duty steel structure building building site installation workload is large and Light-weight Steel Structures load-bearing is little, limited space, short shortcoming of life-span, the invention provides a kind of modularization steel structure building body of wall and pillar technical scheme, this kind of modularization steel structure building has steel column, is pressed into wallboard and the die mould floor support plate structure of waveform, without common steel beam structure, steel column, die mould wallboard and floor support plate are all load-carrying members, die mould wallboard is connected various loads is reached to basis with steel column, has prefabrication, building site the advantages such as fast, house load-bearing is large and the life-span is long are installed.
The present invention solve the technical problem adopted technical scheme: adopt steel column and wave shaped steel plate wallboard and the die mould steel floor support plate structure with the connection of being easy to.
Wall body module is standard module construction pattern, the cross sectional shape of waveform wallboard can be designed to various traditional floor support plate forms or container side plate form as required, on it, be connected with below band steel, dihedral steel, channel-section steel or rectangular steel pipe, claim the edge of a wing of wall body module, bottom flange adopts dihedral steel also can play the effect of dripping.The WELDING STUDS of welding equipment some and more than two eye plate on the edge of a wing of wall body module, play floor support plate and the effect of levels wall body module of connecting.Wallboard can adopt welding or junction plate screw to be connected with upper bottom flange, and junction plate has shape or a continuous long lath and the some interruption batten ends forms with wallboard same cross-sectional.The eye plate of installing on bottom flange on wall body module can play fixation in the time of transport, plays location corrective action when installation.Junction plate welding on upper bottom flange and the steel column of wall body module or employing high-strength bolts, or direct and steel column welding, also can not connect for light house; Between the wallboard of lower building, can directly connect with bolt or rivet, the joint filling of outdoor use fluid sealant, first does interim installation with bolt between the wallboard of high-rise building and connects, then by connecting sewing welding, also can first weld in factory, strengthens Shear transfer effect between wallboard.Door and window on wallboard is band steel plate, angle steel or square steel pipe reinforcement for perforate.Wallboard can naked body, two sides or one side are installed or spray coating heat preservation heat-barrier material and plaque after also can welding the connector of some, or by processing such as traditional metope plaster, fan ash paint or Wall bricks, keep durability, aesthetic property and the habitability same with conventional house; If wall panel element naked body needs to carry out preservative treatment by conventional steel structure, between the wall panel element of low-rise building, with fluid sealant sealing, therefore there is the repeat performance of easy resettlement.
Steel column fundamental section can be rectangular steel pipe, round steel pipe or steel plate, on steel column, be welded to connect band steel or the dihedral steel junction plate of wallboard, according to steel column present position, there are " L shaped ", " T shape " and " ten shapes " steel column, " L shaped " steel column is arranged on exterior wall corner, " T shape " steel column is arranged on exterior wall and interior wall intersection, and " ten shapes " steel column is arranged on interior wall right-angled intersection place; On the wallboard junction plate of steel column, there are multiple bolts that are connected with wallboard or rivet hole, when being connected with the junction plate on steel column, wallboard can directly connect with bolt or rivet, also can be again by junction plate and wallboard welding, time with bolts, can adopt plain bolt also can adopt high-strength bolt, while adopting high-strength bolt to connect, can add again one with the pressing plate of the same shape of junction plate, form friction shape and connect, can save like this welding sequence.
Floor adopts traditional steel floor support plate, after steel floor support plate installs in the wall body module top flange upper surface WELDING STUDS of welding equipment some at a certain distance, fluid concrete floor after process Installation reinforcing bar routinely on floor support plate.Floor support plate is except being directly installed on bottom wall panel top flange, can also adopt the bottom flange connection of hanging structure and top wall panel, meet under frame strength and rigidity prerequisite and can remove bottom wall panel at steel column like this, can form continuously wall without the large bay house of girder steel.
The invention has the beneficial effects as follows, by corrugated sheet steel body of wall, pillar structure and the steel floor support plate of application module, make modularization steel structure building there is prefabrication, building site installation effectiveness is high, lightweight construction, reduce basic load, there is excellent anti-seismic performance, and structure load-bearing property, life-span, habitability, aesthetic property etc. all can keep the advantage consistent with conventional house simultaneously, continuously wall, without the large bay of beam can flexible arrangement conference room, the large space room such as lecture hall and classroom.
The present invention can be widely used in the civilian construction such as the office office premises, school, hospital, residential building of multilayer, low layer, is applicable to town development, Islands Exploitation construction etc. and uses field.
  
Brief description of the drawings
Fig. 1 is example building first layer plane figure
Fig. 2 is example building first floor plan
Fig. 3 is example building D-D axonometric drawing
Fig. 4 is wallboard-steel column-floor exemplary block diagram
Fig. 5 is outer wall body module, interior wall wall body module and floor support plate connection layout
Fig. 6 is the wall body module edge of a wing and three kinds of johning knot compositions of steel column
Fig. 7 is at exterior wall place and interior wall place constructional drawing after floor pour concrete
Fig. 8 is only inner side plaster and the equal plaster in interior outside or installation heat-barrier material and plaque schematic diagram of exterior wall
Fig. 9 is three kinds of L shaped steel column sectional views
Figure 10 is three kinds of T steel column section figure
Figure 11 is three kind of ten shape steel column sectional view
Figure 12 is that quadrate steel pipe column is connected knot tying figure with three kinds, the wall body module edge of a wing
Figure 13 is that round steel tubing string is connected knot tying figure with three kinds, the wall body module edge of a wing
Figure 14 is metal sheet pile and three kinds, wall body module edge of a wing junction plate figure
Figure 15 is wall body module edge of a wing section form figure
Figure 16 is the Angle connection plate figure of wallboard and steel column
Figure 17 is wallboard and three kinds, edge of a wing johning knot composition
1. steel waveform wallboards in figure, 2. steel column (square-section, circular hollow section or steel plate cross section), 3. die mould steel floor support plate, 4. the wall body module edge of a wing (band steel, dihedral steel, channel-section steel or rectangular steel pipe), 5. waveform wallboard and edge of a wing junction plate, 6. waveform wallboard and steel column junction plate (band steel or dihedral steel), 7. floor support plate hanger bolt, 8. edge of a wing WELDING STUDS, 9. edge of a wing eye plate, 10. edge of a wing junction plate, 11. high-strength bolt junction plates, 12. high-strength bolts, 13. floor concretes, 14. interior metope plasters or heat preserving and insulating material etc., 15. wall face plasters or heat preserving and insulating material etc., 16. eye plate bolts, 17. wallboards and post connecting bolt, 18. wallboards and edge of a wing connecting bolt
Detailed description of the invention
Below in conjunction with drawings and Examples, the present invention is described in further detail.
Embodiment
Referring to Fig. 1 to Figure 17, modularization steel structure building body of wall and pillar structure, comprise steel waveform wallboard 1, steel column 2(square-section, circular hollow section or steel plate cross section), die mould steel floor support plate 3, wall body module edge of a wing 4(band steel, dihedral steel, channel-section steel or rectangular steel pipe), wallboard and edge of a wing junction plate 5, wallboard and steel column junction plate 6(band steel or dihedral steel), floor support plate hanger bolt 7, edge of a wing WELDING STUDS 8, edge of a wing eye plate 9, edge of a wing junction plate 10, high-strength bolt junction plate 11, high-strength bolt 12, floor concrete 13, interior metope plaster or heat preserving and insulating material etc. 14, wall face plaster or heat preserving and insulating material etc. 15, eye plate bolt 16, wallboard and post connecting bolt 17, wallboard and edge of a wing connecting bolt 18.
Referring to Fig. 1 ~ Fig. 3, Fig. 1, Fig. 2 are respectively the first floor and the first floor plan that show building, Fig. 3 is the D-D axonometric drawing of example building, wherein 5 ~ 6 axle places of first floor D-D axle are without wallboard, two floor plates and two layers of wall plate structure are shown in that the C of Fig. 5 schemes herein, and steel floor support plate 3 use bolts 7 are connected with wall body module bottom flange 4, like this in the time having upper walls module, lower floor can be without wallboard, thereby forms large bay room.
Referring to Fig. 4 ~ Fig. 8, it is characterized in that steel waveform wallboard 1 directly welds with the edge of a wing 4 or is connected with the junction plate 5 use bolts 18 that are welded on the edge of a wing 4, steel waveform wallboard 1 is connected with the junction plate 6 use bolts 17 that are welded on steel column 2, the edge of a wing 4 directly weld with steel column 2 or be welded in that junction plate 10 use on steel column 2 are welded or be connected with high-strength bolt junction plate 11 and high-strength bolt 12; Steel floor support plate 3 is arranged on the top flange 4 of wall body module, install edge of a wing WELDING STUDS 8 thereafter, the eye plate 9 of upper walls module bottom flange 4 is connected with the top flange eye plate 9 use bolts 16 of lower floor's wall body module, pourable flooring concrete 13 after levels wall body module and steel floor support plate are in place, metope plaster or heat preserving and insulating material and decoration panel, equally as required construction outer wall face plaster or heat preserving and insulating material and decoration panel in construction as required.
Referring to Fig. 5, in figure, a is interior wall levels wall body module connection layout, i.e. A-A view in Fig. 3; In figure, b is exterior wall levels wall body module connection layout, it is characterized in that upper walls module bottom flange is dihedral steel; In figure, c is without bottom wall panel connection layout, i.e. B-B view in Fig. 3.
Referring to Fig. 6, in figure, a is the connection layout that the edge of a wing 4 and junction plate 10 adopt Site Welding, in figure b be the edge of a wing 4 directly with steel column 2 Site Welding connection layouts, in figure, c is the edge of a wing 4 and junction plate 10 use high-strength bolt junction plates 11 and high-strength bolt 12 connection layouts.
Referring to Fig. 7, in figure, a is schematic diagram after the flooring concrete cast of interior wall place, and in figure, b is schematic diagram after the flooring concrete cast of exterior wall place.
Referring to Fig. 8, in figure, a is interior metope plaster or heat preserving and insulating material and decoration panel schematic diagram is installed, and in figure, b is wall face plaster or heat preserving and insulating material and decoration panel schematic diagram are installed.
Referring to Fig. 9 ~ Figure 11, be respectively L shaped, T shape and the cross steel column cross section in square steel pipe cross section, round steel pipe cross section and steel plate cross section, its steel waveform wallboard 1 and junction plate 6 all can be positioned at the symmetric position of diagram x axle and y axle.
Referring to Figure 12 ~ Figure 14, be respectively the edge of a wing 4 L shaped, the T shape corresponding with square steel pipe cross section, round steel pipe cross section and steel plate section Steel Column 2 and cross junction plate 10 shapes.
Referring to Figure 15, there are 4 kinds of materials on the edge of a wing of wall body module, is respectively band steel 4, dihedral steel 4.1, channel-section steel 4.2, rectangular steel pipe 4.3.
Referring to Figure 16, be welded in the Angle connection plate 6.1 being connected with steel waveform wallboard 1 on steel column 2.
Referring to Figure 17, in figure a be steel waveform wallboard 1 directly and the edge of a wing 4 weld, in figure, b is that steel waveform wallboard 1 is connected with the junction plate 5 use bolts 18 in same cross section, junction plate 5 is welded on the edge of a wing 4, and in figure, c is that waveform wallboard 1 is connected with many short band steel junction plate 5.2 use bolts 18 with the long band steel junction plate 5.1 being welded on the edge of a wing.
Above content is to illustrate steel waveform wallboard and steel floor support plate for further description made for the present invention preferred embodiment; can not assert that the specific embodiment of the present invention only limits to this; without departing from the inventive concept of the premise; can also make some simple combinations, all should be considered as belonging to the present invention by the definite scope of patent protection of submitted to claims.

Claims (8)

1. modularization steel structure building body of wall and pillar structure, is characterized in that: the wavelike wall plated construction of bottom flange is installed and is attached thereto the steel column structure connecing, steel column, waveform wallboard and steel floor support plate form the load-carrying members of building.
2. modularization steel structure building body of wall according to claim 1 and pillar structure, it is characterized in that: wall body module is made up of corrugated sheet steel and upper bottom flange, upper bottom flange is band steel plate, dihedral steel, channel-section steel or rectangular steel pipe, the bottom flange of exterior wall module has with dihedral steel the effect of dripping, WELDING STUDS and two above eye plates are installed on the upper bottom flange of wall body module, when eye plate is fixed and installs for storage, transport, adjust, and play a part levels wall body module to connect into overall.
3. modularization steel structure building body of wall according to claim 1 and pillar structure, is characterized in that: wall body module corrugated sheet steel is fixed with the junction plate bolt or the high-strength bolt that are welded on steel column, last available welding or fluid sealant joint filling; While connection with high-strength bolt, increase a pressing plate identical with junction plate, form friction-type connection, can not be welded to connect seam.
4. modularization steel structure building body of wall according to claim 1 and pillar structure, it is characterized in that: between wall body module corrugated sheet steel and upper bottom flange, can adopt direct welding or use with the junction plate of waveform wallboard same cross-sectional or a long band steel junction plate and some short band steels for junction plate bolt, screw or high-strength bolt be connected, junction plate is welded on frange plate; When high-strength bolt connects, another side must increase the pressing plate identical with junction plate; Waveform wallboard and edge of a wing welding are applicable to many high-rise buildings, and waveform wallboard and the edge of a wing adopt connecting board structure to be applicable to Low-rise Lightweight shape house.
5. modularization steel structure building body of wall according to claim 1 and pillar structure, it is characterized in that: the upper bottom flange of wall body module adopts welding or high-strength bolt to be connected with the edge of a wing junction plate on steel column, upper bottom flange also can be directly and rectangle steel tubing string be welded to connect, also can not connect for light house.
6. modularization steel structure building body of wall according to claim 1 and pillar structure, it is characterized in that: steel column fundamental section can be rectangular steel pipe, round steel pipe or band steel plate, on rectangular steel pipe or round steel tubing string, the junction plate being connected with waveform wallboard is installed, junction plate can be band steel plate or dihedral steel, some connecting holes of vertical distribution at a certain distance on it.
7. modularization steel structure building body of wall according to claim 1 and pillar structure, it is characterized in that: steel column bottom flange place on wall body module is provided with junction plate, according to steel column present position, junction plate is L shaped, T shape and ten shapes, according to junction plate form, steel column also correspondence is divided into L shaped post, T shape post and ten shape posts, is installed on respectively exterior wall corner, exterior wall and interior wall T shape junction and interior wall right-angled intersection place.
8. modularization steel structure building body of wall according to claim 1 and pillar structure, is characterized in that: steel column junction plate place in bottom flange on wall body module disconnects; If on wall body module bottom flange directly with steel column welding, steel column connects continuous at upper and lower floor place.
CN201410207889.0A 2014-05-17 2014-05-17 Modularized steel structure building wall and column structure Pending CN103938715A (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CN201410207889.0A CN103938715A (en) 2014-05-17 2014-05-17 Modularized steel structure building wall and column structure
CN201510085934.4A CN104612287A (en) 2014-05-17 2015-02-22 Wall and column structure of modular steel-structured building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410207889.0A CN103938715A (en) 2014-05-17 2014-05-17 Modularized steel structure building wall and column structure

Publications (1)

Publication Number Publication Date
CN103938715A true CN103938715A (en) 2014-07-23

Family

ID=51186568

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410207889.0A Pending CN103938715A (en) 2014-05-17 2014-05-17 Modularized steel structure building wall and column structure

Country Status (1)

Country Link
CN (1) CN103938715A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109653378A (en) * 2018-12-14 2019-04-19 成都建工工业化建筑有限公司 The complete low multi-story structure of load moduleization and its construction technology

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109653378A (en) * 2018-12-14 2019-04-19 成都建工工业化建筑有限公司 The complete low multi-story structure of load moduleization and its construction technology

Similar Documents

Publication Publication Date Title
CN205444458U (en) Integrated assembled steel construction building
WO2017076070A1 (en) Integrated-assembly steel structure building
CN107740530B (en) High-temperature autoclaved lightweight aerated concrete integral external wall panel and construction method thereof
CN104179250A (en) Light-board house system and construction method thereof
CN107190884A (en) A kind of new many high-rise hot-rolled steel section composite light-weight steel shear wall combined structure systems
CN103266662B (en) The assembled house of light steel composite board
CN211172402U (en) Assembled light steel structure house
CN110485556A (en) A kind of assembled cold-rolled forming section plate-column structure compartment-type flanged joint system and its construction method
CN104060853A (en) Lightweight steel structure modularized residential building
CN207934332U (en) Assembled architecture with steel Special-Shaped Column
CN200975062Y (en) Section steel concrete special-shaped pillar with channel steel truss
CN206337729U (en) A kind of building structure of modular assembly formula
CN112942571A (en) Frame column, frame node and all-bolt assembly type frame structure system
CN104612287A (en) Wall and column structure of modular steel-structured building
US20230374781A1 (en) Pre-manufactured floor-ceiling panel for a multi-story building having load bearing walls
CN207919737U (en) A kind of assembled steel-Combined concrete frame structure
CN206737200U (en) A kind of assembled arthitecutral structure system
CN206070560U (en) Steel beam foundation of construction elevator
CN113374168A (en) Novel steel bar truss coincide floor
CN110748076B (en) Prestressed steel pipe truss externally-hung wallboard and wall body manufactured and installed by using same
CN210263373U (en) Cold-formed thin-walled steel structure of high-strength steel frame-superposed corrugated steel plate wall anti-side
CN106759885A (en) Cold formed steel structure house inner wall structural system
CN204983241U (en) Modularized steel structure building wall and column structure
CN209293173U (en) Module-type steel structure trestle external verandahs
CN103938715A (en) Modularized steel structure building wall and column structure

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C02 Deemed withdrawal of patent application after publication (patent law 2001)
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20140723