CN207609055U - A kind of Prefabricated steel construction house structure - Google Patents
A kind of Prefabricated steel construction house structure Download PDFInfo
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- CN207609055U CN207609055U CN201720912868.8U CN201720912868U CN207609055U CN 207609055 U CN207609055 U CN 207609055U CN 201720912868 U CN201720912868 U CN 201720912868U CN 207609055 U CN207609055 U CN 207609055U
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Abstract
A kind of Prefabricated steel construction house structure, belongs to building field, including load-carrying members, prefabricated components；The load-carrying members are arranged on the building foundation of steel house, including column, crossbeam；The prefabricated components are mounted between steel construction prefabricated components, including frame, 3 D stereo net, and slurry is built in spray；It can realize the prefabricated of structure of steel structure building；As a result of the load-carrying members of small bore, bearing capacity is disperseed so that be more uniformly stressed；Due to reducing the spacing of steel construction supporting member, the building cost in Prefabricated steel construction house is reduced, built speed is accelerated；With construction weight is alleviated, to alleviate entire house weight, and with the feeling of traditional wall, the inadaptable sense as wall by simple plank is overcome；Due to having connection structure on prefabricated components, the characteristics of Fast Installation facilitates long distance transportation can be realized.
Description
Technical field
The invention belongs to building field, more particularly to a kind of steel house carrying out quick-assembling in prefabrication practice
Structure.
Background technology
During building construction, steel building has lightweight, quickly, the advantages of high intensity, therefore in modern architecture
In be used widely；Steel building is steel construction proximate matter and component using standard, load-bearing is erected on building foundation
Then structural framing installs or fills corresponding wall and floor and roof in load-carrying members frame, and in wall, building
The structural element for meeting building code requirement accordingly is set on plate, roof, is formed steel house；Steel construction
Load-carrying members include column mostly, and the load bearing elements such as crossbeam mainly carry the dead weight of steel house and resist external force invasion, such as
Wind-force, sleet, earthquake etc.；In the load-carrying members of steel building, since column and crossbeam need load-bearing to conduct oneself with dignity and resist outer
Power, therefore, the section that the column and crossbeam of the load-carrying members of existing steel house make are larger, and in order to embody steel construction
The lightweight in house is with quickly, and the spacing between column and crossbeam is larger, filled wall and room in the architectural process of steel house
The filler that filling large area is needed when top and floor, affects speed of application；Therefore, people, which have invented, uses prefabricated components
Assembled method has saved the time of filling steel house wall and floor and roof, has improved construction efficiency；But by
Spacing between steel structural upright column and crossbeam is larger, needs the volume of prefabricated wall and roof and floor also larger, therefore,
The transport of these precast construction parts at problem, can only be just arranged the manufacturing location of the prefabricated components of these steel constructions in distance
The closer place in building site, increases investment, limits steel construction prefabrication system in structure of steel structure building application range.
Invention content
It is big for prefabricated components volume in existing structure of steel structure building, it is difficult to transport or transportation cost is high asks
Topic, the present invention propose a kind of Prefabricated steel construction house structure, it is characterised in that：Including load-carrying members, prefabricated components；Described holds
Weight structure is arranged on the building foundation of steel house, including column, crossbeam；The column has multiple, is installed in parallel in
On the building foundation of steel house, the upper end is connect with crossbeam；The sectional dimension of the column is less than or equal to existing country
The half of standard section size；It is smaller than the half equal to existing national standard column spacing between the column；It is described
Crossbeam have multiple mounted on one end or middle part of column, connect with uprights vertical；The sectional dimension of the crossbeam be less than etc.
In the half of existing national standard sectional dimension；Being smaller than equal to existing national standard crossbeam spacing between the crossbeam
Half；The prefabricated components are mounted between load-carrying members, including frame, 3 D stereo net, and slurry is built in spray；The frame
Positioned at the periphery of prefabricated components, inside is fixedly connected with 3 D stereo net, and outside is provided with the connection member being connect with load-carrying members
Element；The connection element is hanging part, bolt hole, welding connecting plate；The frame of the prefabricated components is by thin-walled steel plate bending
H-type structure is made in welding, hole is provided on the web of the frame of H-type structure, the hole has multiple；The 3 D stereo net
It is arranged in frame side, by thin-walled steel plate punch forming, steel plate thickness is less than 1 millimeter, including lower strip, diagonal brace item, upper plate
Item；The lower strip is located at one end of diagonal brace item, has multiple, parallel arrangement, and the interval between each lower strip is identical；It is described
Diagonal brace item between top bars and lower strip, have multiple, both ends point evenly distributed along top bars and lower strip length direction
It is not connect with lower strip and top bars；The top bars are located at the other end of diagonal brace item corresponding with lower strip, have it is multiple, put down
Row arrangement；The top bars between lower strip outer surface at a distance from be less than or equal to frame thickness；The 3 D stereo net
Thickness be less than or equal to frame thickness；It is that slurry is built in the quick set gypsum base spray of lightweight that slurry is built in the spray；The spray
It is interior full of being wrapped on the inside of frame and by 3 D stereo net to build slurry.
Advantageous effect
The beneficial effects of the present invention are can realize the prefabricated of structure of steel structure building；As a result of small bore
Load-carrying members, disperseed bearing capacity so that be more uniformly stressed；Due to reducing the spacing of steel construction supporting member, also
Reduce the volume of wall or the noggin piece on roof so that the more convenient transport of component, and transportation cost is reduced, it is pre- to reduce
The building cost of steel house processed, accelerates built speed；The prefabricated components that filled therewith is built as a result of spray, alleviate
Construction weight to alleviate entire house weight, and with the feeling of traditional wall, overcomes by simple plank as wall
The inadaptable sense of body；Due to having connection structure on prefabricated components, Fast Installation can be realized；Due to using the pre- of 3 D stereo net
Component processed increases the bonding strength that slurry and frame unit are built in spray, also increases the integral strength of entire prefabricated components.
Description of the drawings
Fig. 1 is the structural schematic diagram of the present invention
1. house foundation, 2. load-carrying members, 3. prefabricated components.
Fig. 2 is the structural schematic diagram of prefabricated components
31. slurry is built in frame, 32. 3 D stereo nets, 33. sprays.
Fig. 3 is the internal structure chart of prefabricated components
31. frame, 32. 3 D stereo nets.
Fig. 4 is the structural schematic diagram of 3 D stereo net
321. lower strips, 322. diagonal brace items, 323. top bars.
Specific implementation mode
Technical solution in order to further illustrate the present invention, in conjunction with the specific implementation mode of the description of the drawings present invention, such as
Fig. 4 in order to mitigate the weight of 3 D stereo net 32 in this example, while taking into account it and building the bond stress of slurry to spray, selects thickness 0.5
The general steel plate of millimeter is punched into 5 millimeters of the width of lower strip 321, the length phase of length and frame 31 using mold
Together, the parallel distance between each lower strip 321 is 200 millimeters；It is 5 millimeters to select the width of top bars 323, each top bars
Distance between 323 is 200 millimeters, and top bars 323 is made to be located at the centre positions of two 321 spacing of lower strip, length and frame
The length of frame 31 is identical；Select 5 millimeters of the width of diagonal brace item 322, the length of diagonal brace item 322 that can ensure top bars 323 under
Distance between lath 321 is less than or equal to the width of frame 31, in order to adapt to select 120 millimeters in building custom this example；By its group
At 3 D stereo net 32；Such as Fig. 3,3 D stereo net 32 is cut to the width for meeting design requirement, both sides are welded with frame 31
Securely；Its bending is welded into H-type by the steel plate that thickness 0.5 is selected in this example, 2000 millimeters of length, 120 millimeters of width, H-type
50 millimeters of depth opens up the circular hole of 100 millimeters of diameter on its web, selects 6 to be evenly arranged in the middle part of web in this example,
Bolt hole is arranged as connection structure in the lateral ends positioned at frame 31 of H-type, and frame 31 is made；The frame that will be welded such as Fig. 2
Slurry 33 is built in the inside of the frame 31 of frame 31 and 3 D stereo net 32, spraying spray, and it includes gypsum to be used in this example, granular polystyrene
Quick coagulation spraying builds slurry, makes its inside full of entire frame 31 and is wrapped in 3 D stereo net 32 interior；It will be in frame 31
The leveling of slurry plane is built in the spray of side, just completes the implementation of prefabricated components 3.
Such as Fig. 1, house foundation 1 is constructed in structure of steel structure building place according to design requirement, is set on house foundation 1
Set load-carrying members 2, in this example by taking standard section size is the column of 240 millimeters of 4000 millimeters of X240 millimeters of spacing distances as an example,
It is 100 millimeters of cross-sectional width that sectional dimension is selected in this example, and 100 millimeters of length, spacing distance is 1800 millimeters；It selects simultaneously pre-
The width of component 3 processed is 1800 millimeters, and the bolt hole on prefabricated components 3 is aligned and uses with the bolt hole in load-carrying members 2
It is bolted, just constitutes technical scheme of the present invention；If the structure of the prefabricated components 3 using 4000 mm in width, existing
Common means of transport can not normal transport, but after being changed to 1800 millimeters of width, it will be able to use existing general fortune
Defeated tool normal transport, reduces transport difficulty, has saved transportation cost.
Claims (5)
1. a kind of Prefabricated steel construction house structure, it is characterised in that：Including load-carrying members, prefabricated components；The load-carrying members
It is arranged on the building foundation of steel house, including column, crossbeam；The column has multiple, is installed in parallel in steel construction
On the building foundation in house, the upper end is connect with crossbeam；The crossbeam have it is multiple mounted on one end or middle part of column, and it is vertical
Column vertical connection；The prefabricated components are mounted between load-carrying members, including frame, 3 D stereo net, and slurry is built in spray；It is described
Frame be located at the peripheries of prefabricated components, inside is fixedly connected with 3 D stereo net, and outside is provided with to be connect with load-carrying members
Connection element；The frame is made of thin-walled steel plate bending；The 3 D stereo net is arranged in frame side, by Steel Thin-Wall
Plate punch forming, steel plate thickness are less than 1 millimeter, including lower strip, diagonal brace item, top bars；The lower strip is located at diagonal brace
There is multiple, parallel arrangement in one end of item, and the interval between each lower strip is identical；The diagonal brace item is located at top bars under
Between lath, have multiple, evenly distributed along top bars and lower strip length direction, both ends connect with lower strip and top bars respectively
It connects；The top bars are located at the other end of diagonal brace item corresponding with lower strip, there is multiple, parallel arrangement；The top bars
It is less than or equal to the thickness of frame at a distance between lower strip outer surface；The thickness of the 3 D stereo net is less than or equal to frame
Thickness；It is that slurry is built in the quick set gypsum base spray of lightweight that slurry is built in the spray；The spray is built slurry and is full of on the inside of frame simultaneously
3 D stereo net is wrapped in interior.
2. a kind of Prefabricated steel construction house structure according to claim 1, it is characterised in that：The frame of the prefabricated components
Connection element on frame is hanging part.
3. a kind of Prefabricated steel construction house structure according to claim 1, it is characterised in that：The frame of the prefabricated components
Connection element on frame is bolt hole.
4. a kind of Prefabricated steel construction house structure according to claim 1, it is characterised in that：The frame of the prefabricated components
Connection element on frame is welding connecting plate.
5. a kind of Prefabricated steel construction house structure according to claim 1, it is characterised in that：The frame of the prefabricated components
H-type structure is made by the welding of thin-walled steel plate bending in frame, hole is provided on the web of the frame of H-type structure, the hole has multiple.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720912868.8U CN207609055U (en) | 2017-07-26 | 2017-07-26 | A kind of Prefabricated steel construction house structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720912868.8U CN207609055U (en) | 2017-07-26 | 2017-07-26 | A kind of Prefabricated steel construction house structure |
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| Publication Number | Publication Date |
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| CN207609055U true CN207609055U (en) | 2018-07-13 |
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| CN201720912868.8U Active CN207609055U (en) | 2017-07-26 | 2017-07-26 | A kind of Prefabricated steel construction house structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107217756A (en) * | 2017-07-26 | 2017-09-29 | 郑州三迪建筑科技有限公司 | A kind of Prefabricated steel construction house structure |
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- 2017-07-26 CN CN201720912868.8U patent/CN207609055U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107217756A (en) * | 2017-07-26 | 2017-09-29 | 郑州三迪建筑科技有限公司 | A kind of Prefabricated steel construction house structure |
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