CN201099921Y - Easily constructed quakeproof steel frame house - Google Patents
Easily constructed quakeproof steel frame house Download PDFInfo
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- CN201099921Y CN201099921Y CNU2007200552375U CN200720055237U CN201099921Y CN 201099921 Y CN201099921 Y CN 201099921Y CN U2007200552375 U CNU2007200552375 U CN U2007200552375U CN 200720055237 U CN200720055237 U CN 200720055237U CN 201099921 Y CN201099921 Y CN 201099921Y
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Abstract
The utility model discloses an easily constructed aseismatic steel frame house, which comprises a ground beam, a pillar, a pitched roof, a sky beam, base anchors which are equipped with basal hooks and fixed to the ground foundation, brick walls and roof tiles, wherein the ground beam, the sky beam and the pillar are made of C-shaped channel steel, the brick walls are inlayed in C-shaped channel steels, the pillar is formed by 1-3 parallel C-shaped channel steels, the pillar is connected with the foundation beam and the base anchors by screw bolts, the sky beam is connected with the pitched roof via screw bolts, a horizontal alignment device is arranged on the foundation beam, the pitched roof is formed by combining a plurality of parallel pitched frames with horizontal eaves, the horizontal eaves are fixed by snapping weights, and the roof tiles are fixed on the horizontal eaves. In construction process, all members are connected by screw bolts, the members are formed in factories in advance, then only in-situ assembly is needed, further water level of the overall house frame can be aligned rapidly, in-situ weld is not needed, the construction is quick, and the steel frame house has strong aseismatic strength, thereby the easily constructed aseismatic steel frame house has the advantage of low engineering cost, and is adapted for construction in electricity-free or switch-off areas.
Description
Technical field
The shockproof steelframe room of easily building of the present utility model relates to a kind of steelframe room, especially a kind of shockproof steelframe room of easily building.
Background technology
Build the steelframe room at present and adopt following several modes usually: first kind is that scene sanction material welding is built, and the slow and waste material of speed is easily because of internal stress generation distortion, engineering cost height; Second kind is to have cut out prefabricated each rod member in advance, transports to the field Welding assembling and builds, and this mode can reduce waste of material, reduces engineering time, but easily is out of shape because field Welding produces internal stress, and engineering cost is higher; The third is a part large-scale component welding forming, transports to the field Welding assembling and builds, and this mode can reduce waste of material, reduces engineering time, but easily is out of shape because field Welding produces internal stress, and engineering cost is also higher; Above-mentioned in addition several modes are also difficult to the horizontal adjustment of lower margin in whole steelframe room, the beam column in this kind steelframe room adopts channel-section steel or i iron to make more simultaneously, material cost is also higher, and welded and installed needs power supply at the scene in addition, and is just very inconvenient for the place that energising or outage are not arranged.
The utility model content
The technical problems to be solved in the utility model provides a kind of can be fast on-the-spot installation, does not need field Welding, can the fast tuning level, and engineering cost is lower easily builds shockproof steelframe room.
For solving the problems of the technologies described above, the technical solution of the utility model is: the shockproof steelframe room of easily building of the present utility model comprises grade beam and column and golden cabinet frame roof, also have the sky beam that connects jointly with column and golden cabinet frame roof and be fixed on the base anchor that has the hook pin on the ground, also comprise brick wall and the top watt, be characterized in: described grade beam, it beam and column are to make with C type channel-section steel, the brick wall edge is inlaid in the corresponding C type channel-section steel, its central post is to be formed side by side by 1～3 C type channel-section steel, column and grade beam and base anchor, column He Tianliang and golden cabinet frame roof are all by Bolt Connection, also be furnished with the level correction device that is supported on the ground on the grade beam, described golden cabinet frame roof comprise a plurality of side by side golden cabinet frame and all golden cabinet frames are connected together horizontal eaves, horizontal eaves and golden cabinet frame are by leaning on sign indicating number and Bolt Connection, the top watt is fixed by horizontal eaves, the Bolt Connection of column and grade beam and base anchor comprises the bolt on the bolt Caudad that is welded on the base anchor, be welded on the gusset piece and the attachment bolt that have bolt hole on the column, and a column and a day beam bolt connection comprise that connecting plate and the attachment bolt that is welded on the column, the Bolt Connection on Tian Liang and golden cabinet frame roof comprise connection gusset and attachment bolt.
Golden cabinet frame preferred forms in the utility model is: described golden cabinet frame is to be spliced by Bolt Connection mechanism by two right angle trigonometry framves.
Preferred forms to described Bolt Connection mechanism is: Bolt Connection mechanism comprises that the U-shaped that is arranged on screw on the right angle trigonometry frame right-angle side and clamping left and right sides tripod middle part buckles, and connects tripod top, the left and right sides and following connecting plate and the bolt that their are connected in addition.This structure seems more firm.
To a kind of improvement of the C type channel-section steel in the utility model, described C type channel-section steel be with in light sheet bending form, wherein the bottom surface at interval punching press concavo-convex reinforcement bag is arranged.
First kind of better embodiment to described level correction device is: described level correction device comprises the bolt that is welded on nut and the connection under the grade beam C type bottom land and passes this nut, also has the backing plate of pad under bolt.
Second kind of better embodiment to described level correction device is: described level correction device comprises and has upward folded base plate and be welded on L shaped bent plate on this base plate, the flanging of L shaped bent plate and base plate forms the draw-in groove that can clamp the grade beam appearance, be welded on nut and the connection on the base plate in addition on L shaped bent plate next door and pass the bolt of this nut, also have the backing plate of pad under bolt.
The third better embodiment to described level correction device is: described level correction device comprise be supported on ground and the cross-slot on the grade beam and welding in the above nut and connection and pass the bolt of this nut, be actively socketed on the plate of carrying of bolt tail in addition, this is carried on the edge of integrated circuit board in grade beam C type groove.
Above-mentioned three kinds of level correction devices all can take out after consolidating grade beam, reuse, and save cost.
To the further improvement of above-mentioned three kinds of level correction devices, the head of described bolt is furnished with the turn handle.Make things convenient for the adjustment operation.
Further improvement to above-mentioned the third level correction device, described carry plate comprise the bottom clamp, comprise be welded on this clamp, above have the draw-in groove of breach and be welded on the bolt tail end carry plate for a short time, this is carried plate for a short time and places draw-in groove, bolt is passed through by the breach above the draw-in groove.
A kind of improvement to the connection on the utility model central post and grade beam, golden cabinet frame roof also has shockproof plastic cement pad between the connection on described column and grade beam, golden cabinet frame roof.Can eliminate shock transfer, improve shake-proof ability.
To a kind of improvement of the present utility model, between described adjacent upright posts, also has the revetment muscle.Can be difficult for caving in by the lateral protection metope, strengthen shake-proof ability.
To a kind of improvement of brick wall in the utility model, described brick wall is to form by having the V-arrangement brick bond that inverted v-shaped groove and top centre have a protruding icepro of inverted V-shaped that cooperates with V-shaped groove in the middle of a kind of bottom surface.This brick wall structure can prevent effectively that metope from caving in, and strengthens shake-proof ability.
The beneficial effects of the utility model are: the whole parts of the utility model comprise grade beam, column, it beam, the gold cabinet frame, base anchor, horizontal eaves, the level correction device, brick wall and the top watt etc., except that brick wall, all adopt Bolt Connection between the parts, installation is from base anchor and grade beam, elder generation is sole regularly, grade beam and base anchor are connected and fixed, fixing preceding with the grade beam level around the horizontal correction room, tamp the base stabilization grade beam again, column and Tian Liang are installed then, build golden cabinet frame roof, be separately fixed at Tian Liangshang after earlier two right angle trigonometry framves being mounted to one gold cabinet frame before building, form golden cabinet frame roof with horizontal eaves by leaning on sign indicating number and Bolt Connection to fix all golden cabinet frames again, the wall of laying bricks, building the top watt can carry out simultaneously, connect the revetment muscle at the wall internal and external antithetical couplet after reserving door and window, plaster is criticized ash then, promptly finish behind the installation door and window and build engineering, Bolt Connection is all adopted in the connection of each parts in this build process, parts are prefabricated in factory in advance, just install to on-the-spot back, without field Welding, build fast, and have shock resistance, adopt shockproof plastic cement pad simultaneously, the revetment muscle, V-arrangement brick etc. can improve shake-proof ability greatly; Therefore, the utility model can reach quick on-the-spot the installation, does not need field Welding, the fast tuning level, and the beneficial effect that engineering cost is lower, being suitable for does not have the construction of the place of electricity or outage.
Description of drawings
Fig. 1 is the structural front view that the utility model is easily built shockproof steelframe room.
Fig. 2 is the steel frame construction front view that the utility model is easily built shockproof steelframe room.
Fig. 3 is the steel frame construction left view that the utility model is easily built shockproof steelframe room.
Fig. 4 is that the utility model is easily built column and grade beam and the base anchor connection diagram of being made up of 3 C type channel-section steels in the shockproof steelframe room.
Fig. 5 is the left view of Fig. 4.
Fig. 6 is the vertical view of Fig. 4.
Fig. 7 is that the utility model is easily built column and grade beam and the base anchor connection diagram of being made up of 2 C type channel-section steels in the shockproof steelframe room.
Fig. 8 is the left view of Fig. 7.
Fig. 9 is the vertical view of Fig. 7.
Figure 10 is that the utility model is easily built column and grade beam and the base anchor connection diagram of being made up of 1 C type channel-section steel in the shockproof steelframe room.
Figure 11 is the left view of Figure 10.
Figure 12 is the vertical view of Figure 10.
Figure 13 is that the utility model is easily built column He Tianliang and the golden cabinet frame connection diagram of being made up of 3 C type channel-section steels in the shockproof steelframe room.
Figure 14 is the left view of Figure 13.
Figure 15 is the vertical view of Figure 13.
Figure 16 is that the utility model is easily built column He Tianliang and the golden cabinet frame connection diagram of being made up of 2 C type channel-section steels in the shockproof steelframe room.
Figure 17 is the left view of Figure 16.
Figure 18 is the vertical view of Figure 16.
Figure 19 is that the utility model is easily built column He Tianliang and the golden cabinet frame connection diagram of being made up of 1 C type channel-section steel in the shockproof steelframe room.
Figure 20 is the left view of Figure 19.
Figure 21 is the vertical view of Figure 19.
Figure 22 is the top watt and the fixing structure chart of horizontal eaves that the utility model is easily built shockproof steelframe room.
Figure 23 is the structure chart that the utility model is easily built the golden cabinet frame in shockproof steelframe room.
Figure 24 is the A position structure for amplifying schematic diagram of Figure 23.
Figure 25 is the B position structure for amplifying schematic diagram of Figure 23.
Figure 26 is the C position structure for amplifying schematic diagram of Figure 23.
Figure 27 is that the utility model is easily built in the shockproof steelframe room the golden cabinet frame of being made by square tube and amplified the sectional structure schematic diagram by U-shaped button fixed position.
Figure 28 is that the utility model is easily built in the shockproof steelframe room the golden cabinet frame of being made by C type channel-section steel and buckled fixed position by U-shaped and amplify the sectional structure schematic diagram.
Figure 29 is that the utility model is easily built in the shockproof steelframe room structural representation that the golden cabinet frame made by C type channel-section steel connects with column and sky beam.
Figure 30 is the left view of Figure 29.
Figure 31 is the vertical view of Figure 29.
Figure 32 is first kind of embodiment structural representation of the utility model level correction device of easily building shockproof steelframe room.
Figure 33 is second kind of embodiment structural representation of the utility model level correction device of easily building shockproof steelframe room.
Figure 34 is the third embodiment structural representation of the utility model level correction device of easily building shockproof steelframe room.
Figure 35 is a structural representation of carrying plate in the third embodiment of the utility model level correction device of easily building shockproof steelframe room.
Figure 36 is that the brick wall that the utility model is easily built shockproof steelframe room is built the structural representation build between grade beam and day beam.
Figure 37 is that the utility model is easily built V-arrangement brick structure schematic diagram in the brick wall in shockproof steelframe room.
Figure 38 is that the utility model is easily built shockproof steelframe room and formed the structural representation that the C type channel-section steel of grade beam, day beam and column has concavo-convex reinforcement bag.
Figure 39 is that the utility model is easily built shockproof steelframe room and formed the structural representation that the C type channel-section steel of grade beam, day beam and column has another kind of concavo-convex reinforcement bag.
Figure 40 is that the utility model is easily built the structural representation when having shockproof plastic cement pad between the connection of the column in shockproof steelframe room and grade beam.
Figure 41 is that the utility model is easily built the structural representation when having shockproof plastic cement pad between the connection on the column in shockproof steelframe room and golden cabinet frame roof.
The specific embodiment
Below in conjunction with accompanying drawing the shockproof steelframe room of easily building of the present utility model is described in more detail.
Shown in Fig. 1～41, the shockproof steelframe room of easily building of the present utility model comprises grade beam 1 and column 2 and golden cabinet frame roof 3, also have the sky beam 4 that connects jointly with column and golden cabinet frame roof and be fixed on the base anchor 5 that has hook pin 51 on the ground, also comprise brick wall 17 and top watts 18, described grade beam 1, it beam 4 and column 2 are to make with C type channel-section steel, brick wall 17 edges are inlaid in the corresponding C type channel-section steel, its central post 2 is to be welded side by side by 1～3 C type channel-section steel, column 2 and grade beam 1 and base anchor 5, column 2 and day beam 4 and golden cabinet frame roof 3 are all by Bolt Connection, on grade beam 1, also be furnished with the level correction device 6 that is supported on the ground, described golden cabinet frame roof 3 comprise a plurality of side by side golden cabinet frame 31 and all golden cabinet frames are connected together horizontal eaves 32, horizontal eaves 32 connects by leaning on sign indicating number 311 and bolt 312 with golden cabinet frame 31, top watts 18 is fixing by horizontal eaves 32, the Bolt Connection of column 2 and grade beam 1 and base anchor 5 comprises the bolt 52 on the bolt Caudad that is welded on the base anchor 5, be welded on the gusset piece 8 and the attachment bolt 9 that have bolt hole on the column 2, and a column 2 and day beam 4 Bolt Connection comprise connecting plate 10 and the attachment bolt 11 that is welded on the column 2, and the Bolt Connection on day beam 4 and golden cabinet frame roof 3 comprises connection gusset 12 and attachment bolt 13.Gusset piece 8, connecting plate 10 are connecting the position, plane with dull and stereotyped in the present embodiment, locate in the joint angle position just with 90 degree flaps.
Parts wherein: grade beam 1, column 2, day beam 4, golden cabinet frame 31, base anchor 5, horizontal eaves 32, level correction device 6, wall brick and top watt, and a series of connection accessories etc. are all prefabricated in factory.
Shown in Fig. 1～2 and 23, the golden cabinet frame preferred forms in the utility model is: described golden cabinet frame 31 is to be spliced by Bolt Connection mechanism 7 by two right angle trigonometry framves 33.This structure is particularly useful for large-scale golden cabinet frame, convenient transportation and on-the-spot the installation.
By shown in Figure 23, preferred forms to described Bolt Connection mechanism is: described Bolt Connection mechanism 7 comprises that the U-shaped that is arranged on screw 71 on right angle trigonometry frame 33 right-angle sides and clamping left and right sides tripod middle part buckles 72, connects tripod top, the left and right sides and following connecting plate 73 and the bolt 74 that their are connected in addition.This structure seems more firm.
Shown in Figure 38～39, to a kind of improvement of the C type channel-section steel in the utility model, described C type channel-section steel be with in light sheet bending form, wherein the bottom surface at interval punching press concavo-convex reinforcement bag 14 is arranged.The shape of concavo-convex reinforcement bag 14 can be circle, Long Circle, square or the like, the best shape rule, and size is consistent, and the layout of strengthening bag can be splayed, parallel oblique row shape or random shape, and is preferably spaced apart even.
By shown in Figure 32, to first kind of better embodiment of described level correction device be: described level correction device 6 comprises the nut 61 under the C type bottom land that is welded on grade beam 1 and connects and pass the bolt 62 of this nut, also has the backing plate 63 of pad under bolt.These backing plate 63 centers can be added one only can hold protruding cover or the shrinkage pool that the bolt tailspin changes, and makes when swivel bolt adjustment level not allow backing plate 63 walk.When adjusting levels operation, swivel bolt 62, make nut 61 drive grade beam 1 and rise or descend.
By shown in Figure 33, second kind of better embodiment to described level correction device is: described level correction device 6 comprises and has upward folded base plate 64 and be welded on L shaped bent plate 65 on this base plate, the flanging of L shaped bent plate and base plate 64 forms the draw-in groove that can clamp grade beam 1 appearance, bolt 62 in that L shaped bent plate next door is welded on the nut 61 on the base plate 64 in addition and connects and pass this nut also has the backing plate 63 of pad under bolt.Equally, backing plate 63 centers can be added one only can hold protruding cover or the shrinkage pool that the bolt tailspin changes, and makes when swivel bolt adjustment level not allow backing plate 63 walk.When adjusting levels operation, swivel bolt 62, make nut 61 drive base plate 64 and hold up grade beam 1 rising or decline; The flanging of base plate 64 and L shaped bent plate can prevent skew with grade beam 1 appearance chucking location together.
By shown in Figure 34, the third better embodiment to described level correction device is: described level correction device 6 comprises and is supported on ground and the cross-slot on the grade beam 1 66 and welding nut 61 in the above and the bolt 62 that connects and pass this nut, what be actively socketed on bolt tail in addition carries plate 67, and this is carried on the edge of integrated circuit board in the C of grade beam 1 type groove.When adjusting levels operation, swivel bolt 62, drive is carried plate 67 and is mentioned grade beam 1 rising or decline;
Above-mentioned three kinds of level correction devices all can take out after consolidating grade beam, reuse, and save cost.
Shown in Figure 32～34, to the further improvement of above-mentioned three kinds of level correction devices, the head of described bolt 62 is furnished with turn handle 68, makes things convenient for the fast tuning operation.
By shown in Figure 35, further improvement to above-mentioned the third level correction device, described carry plate 67 comprise the bottom clamp 671, comprise be welded on this clamp, above have the draw-in groove 673 of breach 672 and be welded on the bolt tail end carry plate 674 for a short time, this is carried plate for a short time and places draw-in groove, and bolt is passed through by the breach above the draw-in groove.This improvement can make the edge of carrying in 67 pairs of C types of plate groove only produce static pressure, reduces the wearing and tearing to C type groove inward flange, and jagged 672 draw-in groove 673 can be inserted carrying plate for a short time easily; When adjusting levels operation, swivel bolt 62, drive and propose plate 674 rotations for a short time, mention grade beam 1 rising or decline by carrying plate 67;
Shown in Figure 40～41, a kind of improvement to the connection on the utility model central post and grade beam, golden cabinet frame roof also has shockproof plastic cement pad 15 between the connection on described column 2 and grade beam 1, golden cabinet frame roof 3.Can eliminate shock transfer, improve shake-proof ability.
By shown in Figure 2,, between described adjacent upright posts 2, also has revetment muscle 16 to a kind of improvement of the present utility model.Can be difficult for caving in by the lateral protection metope, strengthen shake-proof ability.Revetment diagonal bar 16 installs after wall is built.
Shown in Figure 36～37, to a kind of improvement of brick wall in the utility model, described brick wall 17 is to form by having the V-arrangement brick bond that inverted v-shaped groove 171 and top centre have a protruding icepro 172 of the inverted V-shaped that cooperates with V-shaped groove in the middle of a kind of bottom surface.This brick wall structure can prevent effectively that metope from caving in, and strengthens shake-proof ability.
Installation is from base anchor 5 and grade beam 1, earlier fixing pre-buried base anchor 5, be connected and fixed after grade beam 1 cover connected bolt 52 on the base anchor 5, proofread and correct room grade beam 1 level all around with horizontal means for correcting 6 earlier before fixing, tamp base stabilization grade beam 1 again, column 2 and day beam 4 are installed then, build golden cabinet frame roof 3, be separately fixed on day beam 4 after earlier two right angle trigonometry framves 33 being mounted to one gold cabinet frame 31 before building, form golden cabinet frame roof 3 with horizontal eaves 32 by all golden cabinet frames 31 that are connected and fixed by sign indicating number 311 and bolt 312 again, the wall 17 of laying bricks, building top watts 18 can carry out simultaneously, connect revetment muscle 16 at the wall internal and external antithetical couplet after reserving door and window, plaster is criticized ash then, promptly finishes behind the installation door and window and builds engineering; Bolt Connection is all adopted in the connection of each parts in this build process, and parts are prefabricated in factory in advance, just installs to on-the-spot back, without field Welding, build fast, and have shock resistance, adopt shockproof plastic cement pad, revetment muscle, V-arrangement brick etc. can improve shake-proof ability greatly simultaneously; Therefore, the utility model can reach quick on-the-spot the installation, does not need field Welding, the fast tuning level, and the beneficial effect that engineering cost is lower, being suitable for does not have the construction of the place of electricity or outage.
Claims (12)
1. easily build shockproof steelframe room for one kind, comprise grade beam (1) and column (2) and golden cabinet frame roof (3), also have the sky beam (4) that connects jointly with column and golden cabinet frame roof and be fixed on the base anchor (5) that has hook pin (51) on the ground, also comprise brick wall (17) and top watt (18), it is characterized in that: described grade beam (1), it beam (4) and column (2) are to make with C type channel-section steel, brick wall (17) edge is inlaid in the corresponding C type channel-section steel, its central post (2) is to be formed side by side by 1～3 C type channel-section steel, column (2) and grade beam (1) and base anchor (5), column (2) He Tianliang (4) and golden cabinet frame roof (3) are all by Bolt Connection, on grade beam (1), also be furnished with the level correction device (6) that is supported on the ground, described golden cabinet frame roof (3) comprise a plurality of side by side golden cabinet frame (31) and all golden cabinet frames are connected together horizontal eaves (32), horizontal eaves (32) connects by leaning on sign indicating number (311) and bolt (312) with golden cabinet frame (31), top watt (18) is fixing by horizontal eaves (32), the Bolt Connection of column (2) and grade beam (1) and base anchor (5) comprises the bolt (52) on the bolt Caudad that is welded on the base anchor (5), be welded on the gusset piece (8) and the attachment bolt (9) that have bolt hole on the column (2), and column (2) He Tianliang (4) Bolt Connection comprises connecting plate (10) and the attachment bolt (11) that is welded on the column (2), and the Bolt Connection on day beam (4) and golden cabinet frame roof (3) comprises connection gusset (12) and attachment bolt (13).
2. the shockproof steelframe room of easily building according to claim 1, it is characterized in that: described golden cabinet frame (31) is spliced by Bolt Connection mechanism (7) by two right angle trigonometry framves (33).
3. the shockproof steelframe room of easily building according to claim 2, it is characterized in that: described Bolt Connection mechanism (7) comprises that the U-shaped that is arranged on screw (71) on right angle trigonometry frame (33) right-angle side and clamping left and right sides tripod middle part buckles (72), connects tripod top, the left and right sides and following connecting plate (73) and the bolt (74) that their are connected in addition.
4. the shockproof steelframe room of easily building according to claim 1 is characterized in that: described C type channel-section steel be with in light sheet bending form, wherein the bottom surface at interval punching press concavo-convex reinforcement bag (14) is arranged.
5. the shockproof steelframe room of easily building according to claim 1, it is characterized in that: described level correction device (6) comprises nut (61) that is welded under grade beam (1) the C type bottom land and the bolt (62) that connects and pass this nut, also has the backing plate (63) of pad under bolt.
6. the shockproof steelframe room of easily building according to claim 1, it is characterized in that: described level correction device (6) comprises and has upward folded base plate (64) and be welded on L shaped bent plate (65) on this base plate, the flanging of L shaped bent plate and base plate forms the draw-in groove that can clamp grade beam (1) appearance, bolt (62) in that L shaped bent plate next door is welded on the nut (61) on the base plate (64) in addition and connects and pass this nut also has the backing plate (63) of pad under bolt.
7. the shockproof steelframe room of easily building according to claim 1, it is characterized in that: described level correction device (6) comprises and is supported on ground and the cross-slot (66) on the grade beam (1) and welding nut (61) in the above and the bolt (62) that connects and pass this nut, what be actively socketed on bolt tail in addition carries plate (67), and this is carried on the edge of integrated circuit board in grade beam (1) C type groove.
8. according to each described shockproof steelframe room of easily building of claim 5～7, it is characterized in that: the head of described bolt (62) is furnished with turn handle (68).
9. the shockproof steelframe room of easily building according to claim 7, it is characterized in that: described carry plate (67) comprise the bottom clamp (671), comprise be welded on this clamp, above have the draw-in groove (673) of breach (672) and be welded on the bolt tail end carry plate (674) for a short time, this is carried plate for a short time and places draw-in groove, and bolt is passed through by the breach above the draw-in groove.
10. the shockproof steelframe room of easily building according to claim 1 is characterized in that: also have shockproof plastic cement pad (15) between the connection on described column (2) and grade beam (1), golden cabinet frame roof (3).
11. the shockproof steelframe room of easily building according to claim 1 is characterized in that: between described adjacent upright posts (2), also have revetment muscle (16).
12. the shockproof steelframe room of easily building according to claim 1 is characterized in that: described brick wall (17) is to form by having the V-arrangement brick bond that inverted v-shaped groove (171) and top centre have a protruding icepro of the inverted V-shaped that cooperates with V-shaped groove (172) in the middle of a kind of bottom surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200552375U CN201099921Y (en) | 2007-08-04 | 2007-08-04 | Easily constructed quakeproof steel frame house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200552375U CN201099921Y (en) | 2007-08-04 | 2007-08-04 | Easily constructed quakeproof steel frame house |
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| Publication Number | Publication Date |
|---|---|
| CN201099921Y true CN201099921Y (en) | 2008-08-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200552375U Expired - Fee Related CN201099921Y (en) | 2007-08-04 | 2007-08-04 | Easily constructed quakeproof steel frame house |
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| CN (1) | CN201099921Y (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2382434A1 (en) * | 2009-05-08 | 2012-06-08 | Universitat Politècnica De Catalunya | Integral system of framing of walls not portfolios of building factory (Machine-translation by Google Translate, not legally binding) |
| CN108590014A (en) * | 2018-06-25 | 2018-09-28 | 科瑞格空调技术（北京）有限公司 | A kind of composite panel of ventilation and low-temp radiating |
| CN109779008A (en) * | 2019-03-19 | 2019-05-21 | 浙江万峰装配式房屋工程有限公司 | A kind of seismic crack steel house and its method of construction |
| CN114277939A (en) * | 2022-01-07 | 2022-04-05 | 福建诚达钢构有限公司 | Prefabricated house with steel structure frame and assembling process |
| CN114856230A (en) * | 2022-06-15 | 2022-08-05 | 济南市人防建筑设计研究院有限责任公司 | Ventilation shaft assembled steel construction shed frame that collapses among civil air defense engineering |
-
2007
- 2007-08-04 CN CNU2007200552375U patent/CN201099921Y/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2382434A1 (en) * | 2009-05-08 | 2012-06-08 | Universitat Politècnica De Catalunya | Integral system of framing of walls not portfolios of building factory (Machine-translation by Google Translate, not legally binding) |
| CN108590014A (en) * | 2018-06-25 | 2018-09-28 | 科瑞格空调技术（北京）有限公司 | A kind of composite panel of ventilation and low-temp radiating |
| CN109779008A (en) * | 2019-03-19 | 2019-05-21 | 浙江万峰装配式房屋工程有限公司 | A kind of seismic crack steel house and its method of construction |
| CN109779008B (en) * | 2019-03-19 | 2021-07-09 | 浙江长兴万峰钢结构科技股份有限公司 | Anti-seismic anti-cracking steel structure house and construction method thereof |
| CN114277939A (en) * | 2022-01-07 | 2022-04-05 | 福建诚达钢构有限公司 | Prefabricated house with steel structure frame and assembling process |
| CN114856230A (en) * | 2022-06-15 | 2022-08-05 | 济南市人防建筑设计研究院有限责任公司 | Ventilation shaft assembled steel construction shed frame that collapses among civil air defense engineering |
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