CN206337729U - A kind of building structure of modular assembly formula - Google Patents
A kind of building structure of modular assembly formula Download PDFInfo
- Publication number
- CN206337729U CN206337729U CN201621226813.3U CN201621226813U CN206337729U CN 206337729 U CN206337729 U CN 206337729U CN 201621226813 U CN201621226813 U CN 201621226813U CN 206337729 U CN206337729 U CN 206337729U
- Authority
- CN
- China
- Prior art keywords
- wallboard
- shaped
- steel
- floor
- building structure
- 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
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
A kind of building structure of modular assembly formula, it includes mutually assembled wallboard and floor, and wallboard and floor are made up of composite board, and the wallboard includes the bending place setting H profile steel of L-type wallboard, T-shaped wallboard and yi word pattern wallboard, L-type wallboard and T-shaped wallboard；The composite board includes pressure cement plate, flame retardant polyurethane layer, supporting construction and channel-section steel, the facade of the composite board is two pieces of pressure cement plates, two ends are by channel-section steel edge sealing, flame retardant polyurethane formation flame retardant polyurethane layer is filled between two pieces of pressure cement plates and channel-section steel, the inside of composite board sets supporting construction.It is above-mentioned that the wall body module of building can be turned to L-type wallboard, the shear wall standard component of three kinds of shapes of T-shaped wallboard and yi word pattern wallboard, wallboard and floor are assembled into house, have that speed of application is fast, building cost is low using this building structure, environment protecting and power-saving low-carbon the characteristics of.
Description
Technical field
The utility model is related to the house in construction material and building structure technology field, particularly a kind of steel building
Prefabricated components and modular assembly technology.
Background technology
Modular architectural is the building skill that the prefabricated component of factory's mass production is directly lifted, splices and installed through scene
Art.Because its have the advantages that to shorten build on-site construction period, the recruitment quantity at reduction scene, reduce building waste increasingly by
People's recognition and acceptance.Existing modular architectural is as wall in steel construction or concrete frame structure with composite precast slab
Body, composite precast slab is made up of folder insulation material in the middle of color steel more, because these Light trabses can not make load-bearing, is only used for
The building of not load-bearing such as green house of vegetables, prefabricated house or decoration prefabricated partition board, it is impossible to be used in real modular assembly house.
Utility model content
Technical problem to be solved in the utility model is to overcome the defect of prior art there is provided a kind of modular assembly formula
Building structure, the wall body module of building can be turned to L-type wallboard, the standard of three kinds of shapes of T-shaped wallboard and yi word pattern wallboard
Part, wallboard and floor are assembled into house, have that speed of application is fast, building cost is low, environmental protection section using this building structure
The characteristics of energy low-carbon.
Technical problem of the present utility model is realized with following technical proposals：
A kind of building structure of modular assembly formula, it includes mutually assembled wallboard and floor, and wallboard and floor are by multiple
Plywood material is made, and the wallboard includes L-type wallboard, T-shaped wallboard and yi word pattern wallboard, and the bending place of L-type wallboard and T-shaped wallboard is set
Put H profile steel；The composite board includes pressure cement plate, flame retardant polyurethane layer, supporting construction and channel-section steel, the composite board
Facade is two pieces of pressure cement plates, and flame retardant polyurethane shape is filled in two ends by channel-section steel edge sealing between two pieces of pressure cement plates and channel-section steel
Into flame retardant polyurethane layer, the inside of composite board sets supporting construction.
The building structure of above-mentioned modular assembly formula, the supporting construction is vertical supporting member and oblique oblique pull
Muscle；The brace two ends of L-type wallboard and T-shaped wallboard are respectively welded on supporting member and H profile steel, in yi word pattern wallboard and floor
Brace is welded between the uniform some supporting members in portion, supporting member.
The H profile steel of the building structure of above-mentioned modular assembly formula, the corresponding L-type wallboard in the upper and lower or T-shaped wallboard
Relatively raised, the raised height of H profile steel is the thickness of floor after levels split；Two webs two of H profile steel for being oppositely arranged
Side to set be provided with bolt hole on two U-shaped connecting plates, connecting plate respectively；Had therewith on the web of H profile steel and the edge of a wing
Corresponding bolt hole, connecting plate and two H profile steels are linked by bolt.
Two of the building structure of above-mentioned modular assembly formula, the upper and lower L-type wallboard (1) or T-shaped wallboard (2) are relative
The H profile steel periphery of setting sets the tack coat that resistant to elevated temperatures metal-to-metal adhesive is set on the outside of carbon fiber, carbon fiber.
The building structure of the above-mentioned modular assembly formula stated, the edge of a wing of the H profile steel of the T-shaped wallboard is perpendicular to T-shaped wallboard
Horizontal component.
The building structure of above-mentioned modular assembly formula, the supporting member is steel pipe or C-type steel, and brace is steel pipe or angle
Iron.
The building structure of above-mentioned modular assembly formula, the L-type wallboard, T-shaped wallboard and yi word pattern wallboard are shear wall
Plate.
The utility model is the building structure of modular assembly formula, by L-type wallboard, T-shaped wallboard and yi word pattern wallboard and
The standard components such as floor are mutually assembled, welding, can be directly assembled into the house of various shapes, sandwich construction, be the module in house
Metaplasia is produced and assembling is laid a good foundation.In building structure used by house 100% can direct prefabrication, realize Building wood
The accessory standardization of material, the characteristics of TBCL building systems of formation have simple construction process, short construction period.Because construction is existing
Only carry out the assembling of respective standard part, it is to avoid wet trade causes filthy situation to scene.Above-mentioned building structure is built up
House breaking when there is no building waste, the equal reusable edible of construction material used, is real Green environmental-protection building.
Make and flame retardant polyurethane material used inside the composite board of wallboard and floor, two facades are pressure cement plate,
The house built up using composite board is not only incubated, heat-insulated and sound insulation value is good, also with wall body decoration it is integrated the characteristics of, can
Directly to carry out interior decoration.
Brief description of the drawings
Fig. 1 is the structural representation that house is built using the utility model；
Fig. 2 is A-A sectional views of the present utility model；
Fig. 3 is the partial enlarged drawing of the utility model floor and wallboard junction；
Fig. 4 is the structural representation of the utility model floor；
Fig. 5 is the structural representation of the utility model yi word pattern wallboard.
Each list of reference numerals is in figure：1st, L-type wallboard, 2, T-shaped wallboard, 3, yi word pattern wallboard, 4, floor, 5, H profile steel, 6, even
Fishplate bar, 7, supporting member, 8, brace, 9, channel-section steel, 10, flame retardant polyurethane layer, 11, pressure cement plate, 12, corrugated plating, 13,
Base basis, 14, reinforcing plate.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings.
As shown in figure 1, the utility model building structure includes the wallboard and floor 4 that can mutually assemble, its deadlight is three
Shape is planted, is L-type wallboard 1, T-shaped wallboard 2 and yi word pattern wallboard 3 respectively.Wallboard and floor are combined by basic structure identical
Sheet material is constituted, and the size of composite board is that long 2.5-6.0m, width 0.6-1.2m, thickness are 0.12-0.18m.Composite board includes
Pressure cement plate 11, flame retardant polyurethane layer 10, supporting construction and channel-section steel 9, the wherein facade of sheet material are two blocks of A grades of fireproof pressure
Cement plate 11, cement plate thickness 6-15mm.As the sheet material surrounding of floor by the edge sealing of channel-section steel 9, the sheet material top of wallboard and bottom
By channel-section steel edge sealing.The specification of channel-section steel is width 120-180mm, thickness 4-8mm.It is two pieces of pressure cement plates 11 inside composite board
Flame retardant polyurethane formation flame retardant polyurethane layer 10 is filled between channel-section steel 9, flame retardant polyurethane layer is internal to set supporting construction.
As shown in Fig. 2 the L-type wallboard 1 is the composite board of " L " shape, H profile steel, H profile steel are set at the knuckle of sheet material
Highly it is 75mm, edge of a wing length is identical with the width of composite board.The composite board of the "T"-shaped shape of the T-shaped wallboard 2, bending part
H profile steel, the horizontal component of the edge of a wing of H profile steel 5 perpendicular to "T"-shaped shape are set.In the bending part of L-type wallboard and T-shaped wallboard, H is set
Shaped steel, the construction of H profile steel makes wallboard keep good shear behavior.
The supporting construction is vertical supporting member 7 and oblique brace 8, and two ends and the channel-section steel 9 of supporting member are welded
Connect in succession.The supporting member 7 can be the steel members such as steel pipe or C-type steel, and brace 8 can be the steel structures such as steel pipe or angle bar
Part, diameter of steel tube 50-80mm, thickness 4-8mm, angle bar 40-60mm thickness 4-8mm.Below using steel pipe as supporting member and Yi Jiao
Illustrated exemplified by iron brace.Supporting construction inside sheet material can be with the flexing resistance of the shear behavior of Reinfored wallboard and floor
Can, and then increase the firm of house.Therefore building structure of the present utility model can be used as load bearing wall, using above-mentioned building
Structure can build the building of multilayer, improve the applicability of blocking criteria part.
The brace two ends of L-type wallboard and T-shaped wallboard are respectively welded on supporting member and H profile steel, as shown in figure 5, one
Some oblique braces are welded between uniform two supporting members (i.e. steel pipe) in inside of font wallboard and floor, two steel pipes
(i.e. steel pipe or angle bar), and between contiguous floors the brace of yi word pattern wallboard 3 incline direction it is different, cut with further enhancing
The shear behavior of power wall.H profile steel and the selected of supporting member specification require to determine according to height, rugged performance of building etc..Phase
Two end faces between adjacent yi word pattern wallboard are the primary and secondary buckle structure cooperated, and the flame retardant polyurethane layer of an end face is outwards
Platform shape structure is protruded into, the flame retardant polyurethane layer of another end face caves inward, and the shape of depression is corresponding with platform shape structure.Make
The flame retardant polyurethane layer of two neighboring composite board can be assembled together with seamless grafting, form the complete wall of one side.This
The sealing property that double buckle structure improves wall or floor is planted, while making work progress more simple and fast.As shown in figure 4, building
The downward one side of plate 4 can set up corrugated plating in the inside of pressure cement plate, to increase the degree of disturbing of floor.The building adjacent with wallboard
Reinforcing plate 14 is set in the channel-section steel of plate end face, to increase the compression strength of floor.
The connected mode of floor 4 and T-shaped wallboard 2 as shown in figure 3, the H profile steel in the T-shaped wallboard 2 of lower floor is protruding upward, on
The H profile steel of the T-shaped wallboard of layer is downwardly projecting, and the height of T-shaped latter two H profile steel of wallboard split protrusion of upper and lower layer is floor 4
Thickness.The both sides of two H profile steel split trailing webs to set be provided with 16 bolts on two U-shaped connecting plates 6, connecting plate 6 respectively
Hole；Have 4 bolts hole on the web of H profile steel and the edge of a wing, the web of connecting plate and two H profile steels is bolted,
The edge of a wing of two H profile steels and the side wall of connecting plate are bolted on floor.The connected mode of floor 4 and L-type wallboard 1 is same
It is upper described.Because the collective effect of bolt and connecting plate makes floor and wallboard firmly connect.The connection side of floor 4 and T-shaped wallboard 2
Formula can also use the metal-to-metal adhesive of 1800 degree of high temperature resistant to bond the H profile steel of levels wallboard, and be bonded with connecting plate 6.It is another
Kind of connected mode is carbon fiber of being fitted on the periphery of H profile steel, and carbon fiber is adhesively fixed by the metal-to-metal adhesive of 1800 degree of high temperature resistant.This two
The use of bolt can be reduced by planting connected mode, reduce the labor intensity of site operation workman.
The course of work of the present utility model is described further below：
The wallboard of floor and three kinds of shapes is precast according to Architectural Design Requirements, the periphery in house uses L-type wallboard, house
The position of compartment sets T-shaped wallboard, and remaining needs the position filled to install yi word pattern wallboard.In work progress, on the ground of building
H profile steel is added in base basis 13, the position of H profile steel is corresponding with the H profile steel of L-type wallboard and T-shaped wallboard.Will according to building structure
Welding is carried out after prefabricated wallboard of different shapes lifting assembled, be assembled into the wall of first floor.Due to the end of composite board
Face is channel-section steel 9, therefore is connected between wallboard by welding channel-section steel, metal-to-metal adhesive can also be filled between channel-section steel and be accompanied by local spot welding
To increase its firm performance.Prefabricated floor 4 is lifted on to the floor that house is constituted on wall, passed through between floor and wall
Connecting plate is fixed, and wall is supported two pieces of adjacent floors of its top securely, is enhanced the resistance to overturning of building.L-type wall
Plate 1, T-shaped wallboard 2, the connecting portion of yi word pattern wallboard 3 and the standard component of floor more than 4 are used while welding or bolt connection
The high-tenacity metal-to-metal adhesive of 1800 degree of high temperature resistant carries out bonding reinforcement, as dual fail-safe, has reached the perfectly safe of building fastness.
The wall of the floor of floor upper weld two, and so on, the building of multilayer can be built.
Claims (7)
1. a kind of building structure of modular assembly formula, it includes mutually assembled wallboard and floor, and wallboard and floor are by being combined
Sheet material is made, it is characterised in that the wallboard includes L-type wallboard (1), T-shaped wallboard (2) and yi word pattern wallboard (3), L-type wallboard
H profile steel (5) is set with the bending place of T-shaped wallboard；The composite board includes pressure cement plate (11), flame retardant polyurethane layer
(10), supporting construction and channel-section steel (9), the facade of composite board is two pieces of pressure cement plates (11), two ends by channel-section steel (9) edge sealing,
Flame retardant polyurethane formation flame retardant polyurethane layer (10) is filled between two pieces of pressure cement plates (11) and channel-section steel (9), composite board
Inside sets supporting construction.
2. the building structure of modular assembly formula according to claim 1, it is characterised in that the supporting construction is vertical
Supporting member (7) and oblique brace (8)；The brace two ends of L-type wallboard and T-shaped wallboard are respectively welded at supporting member
(7) and in H profile steel, brace is welded between uniform some supporting members (7), supporting member inside yi word pattern wallboard and floor
(8)。
3. the building structure of modular assembly formula according to claim 2, it is characterised in that the upper and lower are corresponding
The H profile steel of L-type wallboard (1) or T-shaped wallboard (2) is relatively raised, and the raised height of H profile steel is the thickness of floor after levels split
Degree；Two web both sides of H profile steel being oppositely arranged to set be provided with bolt on two U-shaped connecting plates (6), connecting plate respectively
Hole；Corresponding bolt hole is had on the web of H profile steel and the edge of a wing, connecting plate and two H profile steels are linked by bolt.
4. the building structure of modular assembly formula according to claim 3, it is characterised in that the upper and lower L-type wallboard
Or two of T-shaped wallboard (2) the H profile steel peripheries being oppositely arranged set and resistant to elevated temperatures metal is set on the outside of carbon fiber, carbon fiber (1)
The tack coat of glue.
5. the building structure of modular assembly formula according to claim 4, it is characterised in that the H of the T-shaped wallboard (2)
Horizontal component of the edge of a wing of shaped steel perpendicular to T-shaped wallboard.
6. the building structure of the modular assembly formula according to claim any one of 1-5, it is characterised in that the support structure
Part (7) is steel pipe or C-type steel, and brace (8) is steel pipe or angle bar.
7. the building structure of modular assembly formula according to claim 6, it is characterised in that the L-type wallboard (1), T-shaped
Wallboard (2) and yi word pattern wallboard (3) are shear wall slab.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621226813.3U CN206337729U (en) | 2016-11-15 | 2016-11-15 | A kind of building structure of modular assembly formula |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621226813.3U CN206337729U (en) | 2016-11-15 | 2016-11-15 | A kind of building structure of modular assembly formula |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206337729U true CN206337729U (en) | 2017-07-18 |
Family
ID=59299162
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621226813.3U Active CN206337729U (en) | 2016-11-15 | 2016-11-15 | A kind of building structure of modular assembly formula |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206337729U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499111A (en) * | 2016-11-15 | 2017-03-15 | 田鑫 | A kind of modular building element and building element forming machine and its construction method |
| CN109487905A (en) * | 2017-09-12 | 2019-03-19 | 中国三冶集团有限公司 | A kind of assembled architecture of modularized design |
| CN110424579A (en) * | 2019-07-30 | 2019-11-08 | 中国建筑第八工程局有限公司 | Frame deformation mode resists the assembly concrete shear wall shaken greatly |
| CN114630944A (en) * | 2019-08-23 | 2022-06-14 | C·I·维 | Land and water molded multi-part polymeric structural plastic building assembly system |
-
2016
- 2016-11-15 CN CN201621226813.3U patent/CN206337729U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499111A (en) * | 2016-11-15 | 2017-03-15 | 田鑫 | A kind of modular building element and building element forming machine and its construction method |
| CN106499111B (en) * | 2016-11-15 | 2019-01-15 | 田鑫 | A kind of modular building element and building element molding machine and its construction method |
| CN109487905A (en) * | 2017-09-12 | 2019-03-19 | 中国三冶集团有限公司 | A kind of assembled architecture of modularized design |
| CN110424579A (en) * | 2019-07-30 | 2019-11-08 | 中国建筑第八工程局有限公司 | Frame deformation mode resists the assembly concrete shear wall shaken greatly |
| CN110424579B (en) * | 2019-07-30 | 2021-05-11 | 中国建筑第八工程局有限公司 | Frame deformation mode resists assembled concrete shear force wall of macroseism |
| CN114630944A (en) * | 2019-08-23 | 2022-06-14 | C·I·维 | Land and water molded multi-part polymeric structural plastic building assembly system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| WO2017101556A1 (en) | Container type combination house and construction method thereof | |
| CN206337729U (en) | A kind of building structure of modular assembly formula | |
| CN205444458U (en) | Integrated assembled steel construction building | |
| JP2017503942A (en) | Three-dimensional lightweight steel frame formed by bidirectional continuous double beams | |
| WO2006068657A2 (en) | Wall and floor construction arrangements and methods | |
| KR102079008B1 (en) | E-z connecting structure for beam and column wherein the end-moment and bending resistibility are reinforced | |
| CN102162278A (en) | Light steel structure building system | |
| CN207260319U (en) | Integrated module assembled arthitecutral structure | |
| CN210164056U (en) | Assembled steel-concrete composite structure building system | |
| KR101174548B1 (en) | Column system of concrete filled steel tube | |
| CN113356349A (en) | Assembled frame structure system | |
| CN108894456B (en) | Prefabricated foaming ceramic frame exterior wall cladding and manufacturing method thereof | |
| CN108571169B (en) | Construction method for factory prefabricated steel concrete superposed shear wall assembly type building | |
| CN113374168A (en) | Novel steel bar truss coincide floor | |
| CN209874140U (en) | Modular assembly type building foaming cement wall structure | |
| CN103924669B (en) | A kind of assembled steel reinforced concrete composite frame structure | |
| CN216195711U (en) | Unit prefabricated shear wall with edge being steel-concrete combined component | |
| CN217517861U (en) | Assembled T-shaped column and ecological inner wall self-tapping nail cluster connecting structure | |
| CN104612287A (en) | Wall and column structure of modular steel-structured building | |
| CN111962953B (en) | Concrete filled steel tube column-H-shaped steel beam-steel support-pi-shaped connecting piece combined side column middle node and manufacturing method | |
| CN113944347A (en) | Corrugated building | |
| CN113356371A (en) | Construction method of assembled frame structure system | |
| CN211396199U (en) | Profiled bidirectional plate and bidirectional floor system | |
| CN110820951A (en) | Fast-assembling type post-grouting building and construction method thereof | |
| CN204983241U (en) | Modularized steel structure building wall and column structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |