CN207277898U - A kind of antitheft sound-insulation and heat-insulation heat insulation anti-shock building of assembling type steel structure - Google Patents
A kind of antitheft sound-insulation and heat-insulation heat insulation anti-shock building of assembling type steel structure Download PDFInfo
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- CN207277898U CN207277898U CN201721099080.6U CN201721099080U CN207277898U CN 207277898 U CN207277898 U CN 207277898U CN 201721099080 U CN201721099080 U CN 201721099080U CN 207277898 U CN207277898 U CN 207277898U
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Abstract
The utility model discloses a kind of antitheft sound-insulation and heat-insulation heat insulation anti-shock building of assembling type steel structure, the earthquake-resistant structure corresponds to each four angles in room underground and is respectively equipped with concrete pedestal, concrete pedestal is equipped with pedestal collar tie beam, column is welded with pedestal collar tie beam, cross beam support is welded between adjacent upright posts, the weld of crossbeam and column is equipped with triangle inclined strut, floor is laid with crossbeam, wallboard is longitudinally laid between adjacent upright posts, after building the desired number of plies as needed, roof is set in top, roof boarding is set on roof.Compared with traditional architecture, wallboard can be antitheft, and heat insulating effect is obvious, and the winter warms up down cold, reduction insulating layer, thermal insulation layer investment；The utility model builds every cube of 500 kilograms or so of weight, is significantly less weight than traditional architecture, reduces raw material investment；Completed in addition, the utility model shifts to an earlier date half the time than traditional architecture, construction material recoverable, does not produce building waste substantially.
Description
Technical field
It the utility model is related to steel building technical field, more particularly to a kind of antitheft sound-insulation and heat-insulation of assembling type steel structure
Heat insulation anti-shock is built.
Background technology
A kind of new building system of steel building has industry circle that can be between connecting houses real estate sector, construction industry, Metallurgy Industry
Line, set become a new industrial system, and here it is the steel structure technique that insider generally has an optimistic view of.
For steel building compares traditional concrete construction, armored concrete, intensity are instead of with steel plate or shaped steel
Higher, shock resistance are more preferable.And since component can be made with batch production, in-site installation, thus greatly reduce the duration.Due to steel
Repeatable utilization, building waste can be greatly reduced, it is more environmentally protective thus widely used by countries in the world, apply
In industrial building and civil buildings.
But the feature of current steel building is poor, influences to promote the use of.In Application No. 201420659375.4
State's patent discloses a kind of antidetonation and integrates lightweight steel construction room, including handrail, terraced beam, gangboard, girt strip, delta connection, crossbeam, hollow
Metal mold supporting layer, lower pillar stand, ground beam, support device, upper pillar stand, roof beams, roof cant beam, four angle joints, threaded hole, plus
Strong bearing diagonal, pipeline mounting hole, the support device include crossbeam, upper pillar stand and strengthen bearing diagonal, the reinforcement bearing diagonal peace
On the crossbeam of upper pillar stand and the left and right sides, the upper and lower sides of the upper pillar stand and lower pillar stand are equipped with pipeline mounting hole, described
The top connection upper pillar stand of four angle joints, lower section connection lower pillar stand, the crossbeam and girt strip are vertically mounted on a left side for four angle joints
Right both sides, the ground beam are installed on inside hollow metal type supporting layer, which integrates lightweight steel construction room, using column and crossbeam
Junction, which is equipped with, strengthens bearing diagonal, and each component is connected using delta connection and four angle joints, and upper and lower in column is equipped with pipeline
Mounting hole.But it is poor that the antidetonation that the patent provides integrates lightweight steel construction room effect in terms of antitheft, sound insulation, thermal.
Utility model content
In view of the deficiencies of the prior art, the utility model provides a kind of antitheft sound-insulation and heat-insulation heat insulation anti-shock of assembling type steel structure
Building, building provided by the utility model have antitheft, sound insulation, thermal and antidetonation and other effects concurrently.
The technical solution of the utility model is as follows：A kind of antitheft sound-insulation and heat-insulation heat insulation anti-shock building of assembling type steel structure, institute
State earthquake-resistant structure and correspond to each four angles in room underground and be respectively equipped with concrete pedestal 1, concrete pedestal 1 is equipped with pedestal collar tie beam
2, column 3 is welded with pedestal collar tie beam 2, and crossbeam 4 is welded between adjacent upright posts 3 and is used to support, the weld of crossbeam 4 and column 3
Equipped with triangle inclined strut 5, floor 6 is laid with crossbeam 4, wallboard 7 is longitudinally laid between adjacent upright posts 3, build what is required as needed
The number of plies, roof 8 is set in top, roof boarding 9 is set on roof 8；The floor 6, wallboard 7 and roof boarding 9 are using single
The assembled assembling of element module, the unit module side of floor 6, wallboard 7 and roof boarding 9 are equipped with bulge-structure 12, and opposite side is equipped with
The groove 13 supporting with bulge-structure 12.
Further, the wallboard 7 includes lining 71 and Side fascia 72, and the lining 71 is used for inner wall of building,
Skeleton is done with steel wire net rack 10, skeletal internal pours granular polystyrene concrete and is made；The Side fascia 72 is used for external wall,
Side fascia 72 uses steel wire net rack 10 and steel fabric sheet 11, and for skeleton, steel fabric sheet 11 is connected to the side of steel wire net rack 10；Bone
Granular polystyrene concrete is poured inside frame.
Further, after the wallboard 7 is using the assembled assembling of unit module, layer of steel wire rack or steel plate are fixed in outside
Net, plays antitheft effect.
Further, the floor 6 uses steel wire net rack 10 and steel fabric sheet 11 steel fabric sheet 11 is connected to steel for skeleton
The bottom of screen frame 10；Skeletal internal pours granular polystyrene concrete.
Further, the roof 8 is saddle roof, and roof is equipped with roof truss 14 successively from top to bottom, roof boarding (9) and
Pitch fiberglass tile 16,14 both sides of the edge of roof truss are equipped with calcium silicate board with microporous 15.
Further, the roof boarding 9 does skeleton using steel wire net rack, and skeletal internal pours granular polystyrene concrete.
Further, the column 3 is made of square steel, the crossbeam 4 using 200*100 square steel and 100*100
L-type square steel is made in square steel spot welding, and floor is laid with L-shaped square steel, and the floor of laying and L-shaped square steel top are contour.
The pedestal collar tie beam 2 is steel construction collar tie beam or concrete collar tie beam, and the pedestal collar tie beam 2 corresponds to concrete pedestal 1
Position is equipped with embedded iron 18, for being welded with column 3.
Further, spiral is laid between adjacent concrete pedestal 1, casting concrete forms pedestal on spiral
Collar tie beam 2, the top that the pedestal collar tie beam 2 corresponds to concrete pedestal 1 are equipped with embedded iron 18, weld column 3 in embedded iron 18, stand
The lower section of column 3 scribbles erosion resistant coating, pedestal collar tie beam 2 away from horizontal girder steel 19 is set at 2 50~150cm of pedestal collar tie beam outside horizontal girder steel 19
Piled up using common brick, cement brick or concrete panel between horizontal girder steel 19, then painted using sand-lime, used back inside girder steel
Banket and fill and lead up compacting, so that ground absolute altitude is improved, easy to waterproof.
Further, several floor stringers 17 are equipped between the opposite crossbeam 4 in each room.
The characteristics of the utility model, is as follows：The utility model sets up out building frame using square steel welding, and Side fascia 72 is used
In on external wall, exterior wall is spliced using the Side fascia assembling of unit module, and the Side fascia of unit module uses steel wire
Frame 10 and steel fabric sheet or expanded metal lath 11 are skeleton, and steel fabric sheet 11 (or expanded metal lath) is connected to the outside of steel wire net rack 10；Bone
Granular polystyrene concrete is poured inside frame, the side of steel fabric sheet is located at the outside of wall when being laid with wallboard.With conventional concrete wall
To compare, the wallboard of the structure can play antitheft effect, because steel wire screen work is not easy to be destroyed, and when mounted,
The wallboard of neighboring unit module is anchored using screw-thread steel.Further, since pour polyphenyl inside wallboard, floor and roof boarding
Grain concrete, can play the effect of sound insulation and thermal.
Remove steel structure material in the utility model, outside pitch fiberglass tile, door and window, other materials is using insulation, insulating refractory
Material is made.
Compared with prior art, the utility model has the advantages that：Compared with traditional architecture, wallboard, floor with
And roof boarding uses granular polystyrene concreting, insulation, soundproof effect are obvious, cool in summer and warm in winter, reduce insulating layer, heat-insulated
The investment of layer and puigging, saves cost；In addition, Side fascia due to using steel wire net rack and steel fabric sheet as skeleton, can
Antitheft effect is played, while also allows for fitting up, only need to be along floor plate face and wallboard gap winding displacement.
2700 kilograms or so of every cube of weight of traditional architecture, the utility model are built every cube of 500 kilograms or so of weight, are reduced
Raw material is invested；Completed in addition, the utility model shifts to an earlier date half the time than traditional architecture, construction material recoverable, substantially not
Produce building waste.Earthquake-resistant structure provided by the utility model is adapted to various geological conditions, is especially adapted for use in construction material and lacks
Area weary, earthquake is multiple, cold district or torrid areas.
Brief description of the drawings
Fig. 1 is the structure diagram of ground in embodiment 1；
Fig. 2 is the spiral figure that pedestal collar tie beam bottom is laid with；
Fig. 3 is the connection diagram of column and crossbeam；
Fig. 4 is the scheme of installation of floor；
Fig. 5 is the side view on roof；
Fig. 6 is the scheme of installation of roof boarding；
Fig. 7 is the appearance diagram of lining；
Fig. 8 is the inner skeleton figure of floor；
Fig. 9 is the inner skeleton figure of roof boarding or lining；
Figure 10 is the inner skeleton figure (steel fabric sheet) of Side fascia；
Figure 11 is the inner skeleton figure (expanded metal lath) of Side fascia；
Figure 12 is the mounting plane schematic diagram of wallboard；
Figure 13 is the installation diagram of wallboard；
Figure 14 is the foundation structure schematic diagram (concrete structure collar tie beam) that embodiment 2 provides；
Figure 15 is the foundation structure schematic diagram (steel construction collar tie beam) that embodiment 2 provides；
Figure 16 is the structure diagram of antitheft wallboard；
Marked in figure：1- concrete pedestals, 2- pedestal collar tie beams, 3- columns, 4- crossbeams, 5- triangle inclined struts, 6- floors, 7- walls
Plate, 8- roofs, 9- roof boardings, 10- steel wire net racks, 11- steel fabric sheets (or expanded metal lath), 12- bulge-structures, 13- grooves, 14-
Roof truss, 15- calcium silicate board with microporous, 16- pitch fiberglass tiles, 17- floor stringers, 18- embedded irons, 19- transverse direction girder steels, 20- common bricks, 21- high
Grade cement sand-lime, 71- linings, 72- Side fascias, 22- is from hole screw, the first screw-thread steels of 23-, the second screw-thread steels of 24-, 25-
3rd screw-thread steel.
Embodiment
The technical solution of the utility model is described in further details with reference to specific embodiment, but the utility model
It is not limited to following technical scheme.
Embodiment 1
As shown in Fig. 1~Figure 12, a kind of antitheft sound-insulation and heat-insulation heat insulation anti-shock building of assembling type steel structure, the earthquake-resistant structure
Dug under corresponding each room underground four is angular and set concrete pedestal 1, spiral is laid between adjacent concrete pedestal 1,
For spiral as shown in Fig. 2, casting concrete forms pedestal collar tie beam 2 on spiral, the pedestal collar tie beam 2 corresponds to coagulation soil matrix
The top of seat 1 is equipped with embedded iron 18, welds column 3 in embedded iron 18, away from being set at 2 50~150cm of pedestal collar tie beam below column 3
Horizontal girder steel 19 is put, erosion resistant coating is scribbled outside horizontal girder steel 19, is piled up between pedestal collar tie beam 2 and horizontal girder steel 19 using common brick 20,
Painted again using high grade sand-lime 21, compacting is filled and led up using backfill inside girder steel, so that ground absolute altitude is improved, easy to waterproof.
Top is welded with crossbeam 4 (size 200mm × 100mm) support, crossbeam 4 and 3 (size of column between adjacent upright posts 3
200mm × 100mm) weld be equipped with triangle inclined strut 5, floor 6 is laid with crossbeam 4, wallboard is longitudinally laid between adjacent upright posts 3
7, after building the desired number of plies as needed, roof 8 is set in top, roof boarding 9 is set on roof 8；
Column 3 is made of 200 × 100 square steel, and several floor stringers 17 are equipped between the opposite crossbeam 4 in each room.
L-type square steel is made using 200 × 100 square steel and 100 × 100 square steel spot welding in crossbeam 4, is laid with L-shaped square steel and floor stringer
Floor, the floor of laying and L-shaped square steel top are contour.
Wallboard 7 includes lining 71 and Side fascia 72, and lining 71 is used for inner wall of building, with 10 (steel wire of steel wire net rack
A diameter of 0.2mm, aperture are 50mm × 50mm × 70mm) skeleton is done, skeletal internal pours granular polystyrene concrete and is made, and such as schemes
Shown in 9, Side fascia 72 is used for external wall, and Side fascia 72 uses steel wire net rack 10, and (steel wire diameter 0.2mm, aperture are
50mm × 50mm × 70mm) and steel fabric sheet or expanded metal lath 11 (steel wire diameter is 0.4~0.6mm, and aperture is 60mm × 60mm)
For skeleton, steel fabric sheet 11 is connected to the side of steel wire net rack 10；Skeletal internal pours granular polystyrene concrete.
The inner skeleton figure of Side fascia is as shown in 10 and Figure 11, and wherein Figure 10 is using steel fabric sheet and steel wire net rack system
The skeleton of work；The skeleton made shown in Figure 11 using expanded metal lath and steel wire net rack.
Floor 6, wallboard 7 and roof boarding 9 are assembled using unit module assembling, the unit of floor 6, wallboard 7 and roof boarding 9
Module side is equipped with bulge-structure 12, and opposite side is equipped with the groove 13 supporting with bulge-structure 12, sees the appearance of Fig. 7 linings
Design drawing, the same lining of appearance of roof boarding, floor and Side fascia.
Floor 6 uses steel wire net rack 10 (steel wire diameter 0.2mm, aperture are 50mm × 50mm × 70mm) and steel fabric sheet
11 (steel wire diameter is 0.4~0.6mm, and aperture is 50mm × 50mm) are skeleton, and steel fabric sheet 11 is connected to steel wire net rack 10
Bottom；Skeletal internal pours granular polystyrene concrete, as shown in Figure 8.
Roof 8 is saddle roof, and roof is equipped with roof truss 14, roof boarding 9 and pitch fiberglass tile 16, room successively from top to bottom
14 both sides of the edge of upper frame are equipped with calcium silicate board with microporous 15.Roof boarding 9 does skeleton using steel wire net rack, and skeletal internal pours granular polystyrene coagulation
Soil, as shown in Figure 9.
Every piece of wallboard specification (m)：2.3×0.55×0.1；Every piece of floor specification：(m)2.3×0.59×0.1；Every piece of room
Panel size (m) 2.3 × 0.55 × 0.08；Wallboard, floor and room plate can be truncated (disconnected) as needed when in use.
The building course of the building is as follows：
1st, first, column 3 (steel column), crossbeam 4 (girder steel), wallboard, floor, roof boarding is factory produced；
2nd, steel building, casting concrete pedestal and concrete collar tie beam are built, coagulation soil matrix is corresponded in concrete collar tie beam
The position of seat sets embedded iron, and column is welded in embedded iron, then sets up crossbeam, completes building frame；
3rd, assembled in situ wallboard, floor, roof boarding.When wallboard is installed, by lower from upper assembled wallboard, install close to crossbeam
During wallboard, the bear using electric drill in wallboard close to crossbeam, the 3rd screw-thread steel 25 of the interior installation Φ 8cm of base apertures, the 3rd
Screw-thread steel 25 is welded on crossbeam by screw-thread steel again；When installation is close to the wallboard of column (steel column), wallboard is in column
Portion is punched, and the first screw-thread steel 23 is installed in hole, the end of the first screw-thread steel 23 is welded on column 3；In addition wallboard and wallboard it
Between spliced using the bulge-structure at edge with groove, punched after splicing using electric drill in adjacent wall board, the second screw-thread steel
24 tiltedly penetrate anchoring in hole, and between wallboard and wallboard, the gap between wallboard and crossbeam, wallboard and column uses cement bonded sand
Slurry smears covering, as shown in Figure 12 and Figure 13.
Side fascia is installed, if in the case that scene does not have Side fascia, lining or existing wallboard can be used to replace
Side fascia, after installation is complete, fixes layer of steel wire mesh sheet (or expanded metal lath) 11 in the outside of wallboard, plays antitheft effect, together
When can also reduce cost.
When floor or roof boarding are installed, splicing assembling, the floor at edge are carried out using the floor or roof boarding of unit module
Or roof boarding, using being fixed on from hole screw on crossbeam, the gap between floor and floor and between roof boarding and roof boarding is adopted
Smeared and covered with cement mortar, after hydropower installation completion, further painted using cement mortar inside and outside building.
Embodiment 2
As different from Example 1, earthquake-resistant structure corresponds to each four angles in room underground and is respectively equipped with concrete pedestal 1,
Adjacent concrete pedestal 1 is equipped with concrete collar tie beam or steel construction collar tie beam, respectively as shown in Figure 14 and Figure 15.Pedestal collar tie beam 2 is right
Answer the top of concrete pedestal 1 to be equipped with embedded iron 18, column 3 (size 200mm × 100mm) is welded in embedded iron 18, it is adjacent vertical
Top is welded with crossbeam 4 (size 200mm × 100mm) support between column 3.
Claims (10)
1. a kind of antitheft sound-insulation and heat-insulation heat insulation anti-shock building of assembling type steel structure, it is characterised in that the earthquake-resistant structure corresponds to every
A four angles in room underground are respectively equipped with concrete pedestal (1), and concrete pedestal (1) is equipped with pedestal collar tie beam (2), pedestal collar tie beam
(2) column (3) is welded with, crossbeam (4) is welded between adjacent upright posts (3) and is used to support, the welding of crossbeam (4) and column (3)
Place is equipped with triangle inclined strut (5), and floor (6) is laid with crossbeam (4), wallboard (7) is longitudinally laid between adjacent upright posts (3), according to need
The number of plies of requirement is built, roof (8) are set in top, roof boarding (9) is set on roof (8)；The floor (6), wall
Plate (7) and roof boarding (9) are using the assembled assembling of unit module, the unit module one of floor (6), wallboard (7) and roof boarding (9)
Side is equipped with bulge-structure (12), and opposite side is equipped with the groove (13) supporting with bulge-structure (12).
2. the antitheft sound-insulation and heat-insulation heat insulation anti-shock building of assembling type steel structure as claimed in claim 1, it is characterised in that the wall
Plate (7) includes lining (71) and Side fascia (72), and the lining (71) is used for inner wall of building, is done with steel wire net rack (10)
Skeleton, skeletal internal pour granular polystyrene concrete and are made；The Side fascia (72) is used for external wall, and Side fascia (72) is adopted
It is skeleton with steel wire net rack (10) and steel fabric sheet (11), steel fabric sheet (11) is connected to the side of steel wire net rack (10)；Skeleton
Inside pours granular polystyrene concrete.
3. the antitheft sound-insulation and heat-insulation heat insulation anti-shock building of assembling type steel structure as claimed in claim 1, it is characterised in that the wall
Fixed layer of steel wire rack or expanded metal lath, play antitheft effect on the outside of plate (7).
4. the antitheft sound-insulation and heat-insulation heat insulation anti-shock building of assembling type steel structure as claimed in claim 1, it is characterised in that the building
Plate (6) uses steel wire net rack (10) and steel fabric sheet (11), and for skeleton, steel fabric sheet (11) is connected to the bottom of steel wire net rack (10)
Portion；Skeletal internal pours granular polystyrene concrete.
5. the antitheft sound-insulation and heat-insulation heat insulation anti-shock building of assembling type steel structure as claimed in claim 1, it is characterised in that the room
It is saddle roof to push up (8), and roof is equipped with roof truss (14), roof boarding (9) and pitch fiberglass tile (16) successively from top to bottom, described
Roof truss (14) both sides of the edge are equipped with calcium silicate board with microporous (15).
6. the antitheft sound-insulation and heat-insulation heat insulation anti-shock building of assembling type steel structure as claimed in claim 4, it is characterised in that the room
Panel (9) does skeleton using steel wire net rack, and skeletal internal pours granular polystyrene concrete.
7. the antitheft sound-insulation and heat-insulation heat insulation anti-shock building of assembling type steel structure as claimed in claim 1, it is characterised in that described vertical
Column (3) is made of square steel, and L-type square steel is made using the square steel spot welding of the square steel and 100*100 of 200*100 in the crossbeam (4),
Floor is laid with L-shaped square steel, the floor of laying and L-shaped square steel top are contour.
8. the antitheft sound-insulation and heat-insulation heat insulation anti-shock building of assembling type steel structure as claimed in claim 1, it is characterised in that the base
Seat ring beam (2) is steel construction collar tie beam or concrete collar tie beam, and the position of the corresponding concrete pedestal (1) of the pedestal collar tie beam (2) is equipped with
Embedded iron (18), for being welded with column (3).
9. the antitheft sound-insulation and heat-insulation heat insulation anti-shock building of assembling type steel structure as described in claim 1~8 is any, its feature exist
In being laid with spiral between adjacent concrete pedestal (1), casting concrete forms pedestal collar tie beam (2) on spiral, described
The top of the corresponding concrete pedestal (1) of pedestal collar tie beam (2) is equipped with embedded iron (18), and column (3), column are welded in embedded iron (18)
(3) lower section scribbles erosion resistant coating, pedestal away from horizontal girder steel (19) is set at (2) 50~150cm of pedestal collar tie beam outside horizontal girder steel (19)
Piled up, then painted using sand-lime, girder steel using common brick, cement brick or concrete panel between collar tie beam (2) and horizontal girder steel (19)
Compacting is filled and led up in inside using backfill, so that ground absolute altitude is improved, easy to waterproof.
10. the antitheft sound-insulation and heat-insulation heat insulation anti-shock building of assembling type steel structure as claimed in claim 9, it is characterised in that each
Several floor stringers (17) are equipped between the opposite crossbeam in room (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721099080.6U CN207277898U (en) | 2017-08-30 | 2017-08-30 | A kind of antitheft sound-insulation and heat-insulation heat insulation anti-shock building of assembling type steel structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721099080.6U CN207277898U (en) | 2017-08-30 | 2017-08-30 | A kind of antitheft sound-insulation and heat-insulation heat insulation anti-shock building of assembling type steel structure |
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| CN207277898U true CN207277898U (en) | 2018-04-27 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110359552A (en) * | 2019-08-16 | 2019-10-22 | 甘亚金 | A kind of novel plate building system |
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2017
- 2017-08-30 CN CN201721099080.6U patent/CN207277898U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110359552A (en) * | 2019-08-16 | 2019-10-22 | 甘亚金 | A kind of novel plate building system |
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Granted publication date: 20180427 Termination date: 20210830 |