Steel structure anti-seismic house

Abstract

The invention provides a steel structure anti-seismic house which comprises a house body and a damping unit, the house body comprises stand columns, and the damping unit is arranged at the bottom ends of the stand columns; the damping unit comprises a damping support, a bearing plate, a sealing film and a damper, the stand column is inserted into the damping support, and the stand column and the damping support are arranged in a sliding mode; the bearing plate is connected with the bottom end of the stand column, the shock absorber is arranged in the shock absorption support, and the shock absorber is connected with the bearing plate; the sealing film is connected with the damping support and the bearing plate, and an air chamber is formed between the sealing film and the inner wall of the damping support. The damping unit further comprises a partition plate and a supporting column, the partition plate is connected with the inner wall of the damping support, and the damper is connected with the partition plate; the partition plate divides the air chamber into a first air chamber and a second air chamber, the partition plate is provided with a vent hole, and the first air chamber is communicated with the second air chamber through the vent hole. The anti-seismic performance of the steel structure house can be improved.

Description

Technical Field

[0001] This application relates to the technical field of building structures, and particularly to a steel structure earthquake-resistant house. Background Art

[0002] A steel structure house refers to a house in which the main load-bearing members are made of steel. A steel structure house generally includes a support skeleton and a covering material. The support skeleton includes columns and a roof truss. Multiple columns form a frame structure, and the columns are fixedly connected to the ground. The roof truss is fixedly connected to the top of the columns. The covering material generally uses sandwich panels, and the covering material wraps around the circumference of the columns. The top of the roof truss is covered with color steel tiles, thereby realizing basic house functions. For some steel structure houses, in order to accelerate the installation progress and lighten the weight, the covering material will use a flexible coil, such as a tarpaulin, and the flexible coil is used to wrap around the circumference of the columns, thus having the characteristics of low cost, light weight, low processing and transportation costs of each material, and relatively simple erection and disassembly.

[0003] Steel structure houses belong to prefabricated buildings. At present, bolt-welding connections are mainly used for beam-column joints during the assembly of steel structure houses. Compared with concrete structures, steel structures are lighter in self-weight and lower in foundation cost. At the same time, steel structures are recyclable materials and are more environmentally friendly. However, the main structure of a steel structure house has strong rigidity. The steel structure house is fixed to the ground, and when dealing with earthquakes, the vibration is directly transmitted to the main structure, which is likely to cause damage to the main structure and the overall seismic strength of the structure is limited. Therefore, the steel structure houses in the related technologies need to be improved. Summary of the Invention

[0004] In order to improve the seismic performance of steel structure houses, this application provides a steel structure earthquake-resistant house.

[0005] This application provides a steel structure earthquake-resistant house, adopting the following technical solutions: A steel structure earthquake-resistant house includes a house body and a shock-absorbing unit, and the shock-absorbing unit is arranged at the bottom end of the house body; The shock-absorbing unit includes a shock-absorbing bearing, a bearing plate, a sealing film and a shock absorber; the house body includes columns, the columns are inserted into the shock-absorbing bearings, and the columns are slidably arranged with the shock-absorbing bearings; the bearing plate is connected to the bottom end of the columns, the shock absorber is arranged in the shock-absorbing bearing, and the shock absorber is connected to the bearing plate; the sealing film is respectively connected to the shock-absorbing bearing and the bearing plate, and an air chamber is formed between the sealing film and the inner wall of the shock-absorbing bearing.

[0006] By adopting the above technical solution, when an earthquake occurs or the main body of the house vibrates due to external factors such as wind force, the vibration causes relative movement between the column and the shock absorber support, causing the bearing plate to move up and down, thereby compressing the gas in the air chamber and reducing the transmission of vibration. And the bearing plate will transmit the vibration to the shock absorber, and the shock absorber can absorb and reduce the impact, thereby improving the seismic performance of the steel structure house.

[0007] Optionally, the shock absorption unit further includes a partition plate, the partition plate is connected to the inner wall of the shock absorber support, and the shock absorber is connected to the partition plate; the partition plate divides the air chamber into a first air chamber and a second air chamber, and the partition plate is provided with a ventilation hole, and the ventilation hole communicates the first air chamber and the second air chamber.

[0008] By adopting the above technical solution, when the bearing plate moves up and down due to vibration, the volume of the first air chamber can be changed, so that the gas in the first air chamber enters the second air chamber through the ventilation hole, or the gas in the second air chamber enters the first air chamber through the ventilation hole. When the gas passes through the ventilation hole, it can consume the energy of the vibration to reduce the vibration.

[0009] Optionally, a support column is arranged in the shock absorber support, and the support column is respectively connected to the partition plate and the inner bottom wall of the shock absorber support.

[0010] By adopting the above technical solution, the bearing plate transmits a part of the force to the partition plate through the shock absorber, and the support column provides a supporting force for the partition plate to improve the stability of the partition plate.

[0011] Optionally, the main body of the house includes a support skeleton and a covering coil, a guide rail is arranged on the support skeleton, the guide rail is arranged around the circumferential side wall of the support skeleton, and the covering coil is slidably matched with the guide rail; A guiding component and a pulling component are arranged on the support skeleton, the guiding component includes a pulling rope, and the pulling rope is arranged on the covering coil; the pulling component pulls the covering coil to slide along the guide rail through the pulling rope.

[0012] By adopting the above technical solution, the covering coil is arranged on the support skeleton, reducing the overall weight of the steel structure seismic-resistant house, which is beneficial to improving the seismic performance. When the pulling component pulls the pulling rope, the covering coil can be made to slide along the guide rail, thereby laying the circumferential side wall of the support skeleton, improving the installation efficiency of the covering coil, and also improving the integrity of the covering coil laying on the circumferential side wall of the support skeleton, reducing the problems of air leakage and water seepage on the circumferential side wall of the steel structure seismic-resistant house.

[0013] Optionally, the guiding component further includes a support rod, the support rod is slidably matched with the guide rail, the covering coil is arranged on the support rod, and the pulling rope is connected to the support rod.

[0014] By adopting the above technical solution, the pulling rope can enable the support rod to slide along the guide rail, the support rod drives the covering coil to move, and the support rod can provide uniform traction to the covering coil, making the force on the covering coil more uniform.

[0015] Optionally, the guiding assembly further includes a guiding wheel, and the guiding wheel is rotatably arranged on the support rod; A first guiding groove is formed on the guide rail, and the guiding wheel is rollingly arranged in the first guiding groove.

[0016] By adopting the above technical solution, when the support rod moves, it can drive the guiding wheel to roll in the first guiding groove, and the guiding wheel can make the support rod move more smoothly along the guide rail.

[0017] Optionally, the covering coil includes a coil body and a clamping strip, and the clamping strip is arranged on the side of the coil body; a second guiding groove is formed on the guide rail, and the clamping strip is clamped in the second guiding groove, and the clamping strip is slidably matched with the second guiding groove.

[0018] By adopting the above technical solution, the clamping strip is clamped with the second guiding groove, and the coil body can be installed on the guide rail, so that the coil body is laid on the circumferential side wall of the support frame.

[0019] Optionally, the covering coil further includes an airbag strip, and the airbag strip is arranged on the coil body; the clamping strip is hollow inside, and the airbag strip is communicated with the clamping strip.

[0020] By adopting the above technical solution, after the coil body is installed, inflating the clamping strip can cause the clamping strip to deform, making the clamping strip clamped with the second guiding groove more tightly, and improving the stability after the coil body is installed. The gas enters the airbag strip, causing the airbag strip to deform and straighten the coil body, reducing the occurrence of collapse and wrinkles of the coil body, and also reducing the vibration of the coil body caused by wind.

[0021] Optionally, a guiding component is arranged on the support frame, and the guiding component includes a guiding wheel, the guiding wheel is arranged at the corner of the support frame, and the pulling rope is wound around the guiding wheel.

[0022] By adopting the above technical solution, when the pulling rope is pulled at a corner of the circumferential side wall of the support frame, the guiding wheel can guide the pulling rope at the corner of the support frame, so that the covering coil can sequentially lay on the circumferential side wall of the support frame.

[0023] Optionally, a winding component is arranged on the support frame, and the winding component includes: A support frame, and the support frame is arranged on the support frame; The winding roller is rotatably arranged on the support frame, and the covering coil is wound around the winding roller.

[0024] By adopting the above technical solutions, when the covering coil moves along the guide rail, the winding roller pays out the covering coil, making the movement of the covering coil smoother during the laying process. When it is necessary to recycle the covering coil, the winding roller is rotated to wind up the covering coil, which is convenient for the storage and transportation of the covering coil.

[0025] In summary, the present application includes at least one of the following beneficial effects: 1. When a vibration occurs, the vibration causes relative movement between the column and the shock absorber support, causing the bearing plate to move up and down, enabling the gas in the first air chamber to enter the second air chamber through the ventilation hole, or enabling the gas in the second air chamber to enter the first air chamber through the ventilation hole, which can consume the energy of the vibration; and the bearing plate will transmit the vibration to the shock absorber, and the shock absorber can absorb and reduce the impact, thereby improving the seismic performance of the steel structure house; 2. When the pull rope is pulled, the support rod is driven to move, enabling the covering coil to slide along the guide rail, thereby laying the covering coil on the circumferential side wall of the support skeleton, improving the installation efficiency of the covering coil, and also improving the integrity of the covering coil laid on the circumferential side wall of the support skeleton; 3. The clamping strip can install the coil body on the guide rail. After the coil body is installed, inflating the clamping strip can make the clamping strip more firmly clamped with the second guide groove, improving the stability of the covering coil. At the same time, inflating the air bag strip can straighten the covering coil, reducing the occurrence of collapse and wrinkles of the covering coil; 4. The winding roller can wind up and pay out the covering coil, facilitating the laying and recycling of the covering coil. BRIEF DESCRIPTION OF THE DRAWINGS

[0026] Figure 1 is a schematic diagram of the overall structure of the steel structure seismic-resistant house in Embodiment 1 of the present application; Figure 2 is a schematic diagram of the structure of the support skeleton in Embodiment 1 of the present application; Figure 3 is a schematic cross-sectional structure diagram of the shock absorption unit in Embodiment 1 of the present application; Figure 4 is a schematic diagram of the state structure when the covering coil is only laid on one circumferential side of the steel structure seismic-resistant house in Embodiment 1 of the present application; Figure 5 is Figure 4 an enlarged schematic diagram of part A in Figure 6 is a schematic diagram of the cooperation relationship between the guide wheel and the first guide groove, and the clamping strip and the second guide groove in Embodiment 1 of the present application; Figure 7It is a partial structural schematic diagram of the pulling component in Embodiment 1 of the present application; Figure 8 It is an overall structural schematic diagram of the steel structure seismic-resistant house in Embodiment 2 of the present application; Figure 9 It is an overall structural schematic diagram of the structure of the steel structure seismic-resistant house in Embodiment 3 of the present application.

[0027] Explanation of reference numerals: 1, support skeleton; 11, column; 12, roof frame; 2, guide rail; 21, first guide groove; 22, second guide groove; 3, guiding component; 31, fixing plate; 32, guiding wheel; 33, tensioning strip; 4, guiding component; 41, support rod; 411, support rod body; 412, support plate; 42, guiding wheel; 43, pulling rope; 44, limiting strip; 5, covering coil; 51, coil body; 52, clamping strip; 53, airbag strip; 6, pulling component; 61, connecting plate; 62, first driving source; 63, winding roller; 7, winding component; 71, support frame; 72, winding roller; 73, second driving source; 8, shock absorption unit; 81, shock absorption support; 82, bearing plate; 83, sealing film; 84, shock absorber; 85, partition plate; 851, ventilation hole; 86, air chamber; 861, first air chamber; 862, second air chamber; 87, support column. Detailed description of the specific implementation

[0028] The following further elaborates on the present application in conjunction with the attached Figure 1-9 drawings.

[0029] Embodiment 1: Embodiment 1 of the present application provides a steel structure seismic-resistant house.

[0030] Referring to Figure 1 and Figure 2 , the steel structure seismic-resistant house includes a house body, and the house body includes a support skeleton 1 and a covering coil 5. The covering coil 5 is located on the periphery of the support skeleton 1. The support skeleton 1 includes columns 11 and a roof frame 12. A plurality of columns 11 form a frame structure, and the roof frame 12 is fixedly connected to the top ends of the columns 11. The roof frame 12 is formed by splicing a plurality of square tubes.

[0031] Referring to Figure 2 and Figure 3 , shock absorption units 8 are provided at the bottom ends of the columns 11. A plurality of shock absorption units 8 are provided, and the plurality of shock absorption units 8 respectively correspond to the plurality of columns 11 one by one. The shock absorption unit 8 includes a shock absorption support 81, a bearing plate 82, a sealing film 83, a shock absorber 84, a partition plate 85 and a support column 87. The bottom end of the column 11 is inserted into the shock absorption support 81, and the column 11 is slidably connected to the shock absorption support 81. The bottom end of the column 11 is fixedly connected to the bearing plate 82, and the sealing film 83 is fixedly connected to the bearing plate 82 and the inner wall of the shock absorption support 81 respectively.

[0032] Reference Figure 2 and Figure 3 The partition plate 85 is fixedly connected to the inner wall of the shock absorber support 81. The partition plate 85 is horizontally arranged. An air chamber 86 is formed between the sealing film 83 and the inner wall of the shock absorber support 81. The partition plate 85 divides the air chamber 86 into a first air chamber 861 and a second air chamber 862. A ventilation hole 851 is formed in the middle of the partition plate 85. The first air chamber 861 and the second air chamber 862 are communicated through the ventilation hole 851. The shock absorber 84 is located in the first air chamber 861. The shock absorber 84 is fixedly connected to the partition plate 85 and the bearing plate 82 respectively. The support column 87 is located in the second air chamber 862. The support column 87 is fixedly connected to the inner bottom wall of the shock absorber support 81 and the partition plate 85 respectively.

[0033] Reference Figure 2 and Figure 3 When an earthquake occurs or the steel structure seismic-resistant house vibrates due to factors such as wind force, the vibration causes relative movement between the column 11 and the shock absorber support 81, causing the bearing plate 82 to move up and down, thereby compressing the gas in the air chamber 86 and reducing the transmission of vibration. The gas in the first air chamber 861 enters the second air chamber 862 through the ventilation hole 851, or the gas in the second air chamber 862 enters the first air chamber 861 through the ventilation hole 851, which can consume the energy of the vibration to reduce the vibration. And the bearing plate 82 will transmit the vibration to the shock absorber 84, and the shock absorber 84 can absorb and reduce the impact, thereby improving the seismic performance of the steel structure house.

[0034] Reference Figure 1 and Figure 4 The steel structure seismic-resistant house further includes guide rails 2. The guide rails 2 are arranged around the circumferential side wall of the support skeleton 1 in three sides. The guide rails 2 are horizontally arranged. There are two groups of guide rails 2, and the guide rails 2 are fixedly connected to the top and bottom of the column 11 respectively.

[0035] Reference Figure 5 and Figure 6 The steel structure seismic-resistant house further includes a guiding assembly 4. The guiding assembly 4 includes a support rod 41 and a guiding wheel 42. The support rod 41 includes a support rod body 411 and a support plate 412. There are four support plates 412. Two support plates 412 are in a group. The two groups of support plates 412 are respectively located at the top and bottom of the support rod body 411, and the two support plates 412 clamp the guide rail 2. The guiding wheel 42 is rotatably connected to the support plate 412. There are four guiding wheels 42, and the four guiding wheels 42 correspond to the four support plates 412 one by one.

[0036] Reference Figure 5 and Figure 6 The top and bottom of the guide rail 2 are provided with first guide grooves 21, and the first guide grooves 21 are arranged along the length direction of the guide rail 2. The guiding wheel 42 is located in the first guide groove 21, and the guiding wheel 42 can roll in the first guide groove 21.

[0037] Reference Figure 5 and Figure 6 Moreover, the steel structure seismic-resistant house further includes a guiding assembly 3, and the guiding assembly 3 includes a fixing plate 31 and a guiding wheel 32. The fixing plate 31 is fixedly connected to the corner of the column 11, and the guiding wheel 32 is rotatably connected to the fixing plate 31.

[0038] Reference Figure 5 and Figure 6 Moreover, the guiding assembly 4 further includes a pulling rope 43. The pulling rope 43 is fixedly connected to the main body 411 of the support rod. The pulling rope 43 is wound around the guiding wheel 32, and the guiding wheel 32 can guide the pulling rope 43 at the corner of the column 11.

[0039] Reference Figure 1 and Figure 7 Moreover, a pulling assembly 6 is arranged on the column 11. The pulling assembly 6 includes a connecting plate 61, a first driving source 62 and a winding roller 63. The connecting plate 61 is fixedly connected to the column 11. In this embodiment, the first driving source 62 is a motor. The body of the first driving source 62 is fixedly connected to the connecting plate 61. The winding roller 63 is rotatably connected to the connecting plate 61. The end of the pulling rope 43 is wound around the winding roller 63. The output end of the first driving source 62 is coaxially connected to the winding roller 63. The first driving source 62 can drive the winding roller 63 to rotate, thereby driving the pulling rope 43 to wind up.

[0040] Reference Figure 4 and Figure 6 Moreover, the covering coil 5 includes a coil body 51 and a clamping strip 52. The coil body 51 is specifically made of a tarpaulin. The end of the coil body 51 is fixedly connected to the support rod 41. The clamping strips 52 are respectively fixedly connected to the top side and the bottom side of the coil body 51. The clamping strip 52 has flexibility. Second guide grooves 22 are formed on one side of the two guide rails 2 close to each other. The clamping strip 52 is clamped in the second guide grooves 22, and the clamping strip 52 is slidably matched with the second guide grooves 22. In this embodiment, the clamping strip 52 is a dovetail block, and the second guide grooves 22 are dovetail grooves. Moreover, for the first guide grooves 21 on one side of the two guide rails 2 close to each other, the first guide grooves 21 and the second guide grooves 22 are of the same groove body structure.

[0041] Reference Figure 5 and Figure 7 Moreover, a limiting strip 44 is fixedly connected to the column 11 where the first driving source 62 is located. The limiting strip 44 is located at the end point of the movement path of the coil body 51. The limiting strip 44 can abut against the support rod 41. When the first driving source 62 is started and the coil body 51 is pulled to move to the end point, the coil body 51 covers three sides of the circumferential side wall of the support frame 1, and the limiting strip 44 abuts against the support rod 41, thereby restricting the position of the support rod 41.

[0042] Reference Figure 4 and Figure 5, at the corner of the column 11, a tension strip 33 is fixedly connected. The length direction of the tension strip 33 is parallel to the length direction of the column 11. After the coiled material body 51 wraps three sides of the circumferential side wall of the support skeleton 1, the coiled material body 51 abuts against the tension strip 33. The tension strip 33 can tension the covering coiled material 5 at the corner of the column 11, improving the flatness of the covering coiled material 5.

[0043] The implementation principle of Embodiment 1 of this application for a steel structure earthquake-resistant house is as follows: When an earthquake occurs, the bearing plate 82 allows gas to pass through the ventilation holes 851, which can consume the energy of the earthquake. And the bearing plate 82 will transmit the earthquake to the shock absorber 84, and the shock absorber 84 can absorb and reduce the impact, thereby improving the earthquake resistance of the steel structure house. When the first driving source 62 is started, it can drive the drawstring 43 to wind up, causing the support rod 41 to move along the guide rail 2, so that the covering coiled material 5 is laid on the circumferential side wall of the support skeleton 1, making the steel structure earthquake-resistant house lighter.

[0044] Embodiment 2: Embodiment 2 of this application provides a steel structure earthquake-resistant house.

[0045] Reference Figure 8 , the difference between Embodiment 2 and Embodiment 1 of this application is that: the steel structure earthquake-resistant house further includes a winding assembly 7, and the winding assembly 7 includes a support frame 71, a winding roller 72 and a second driving source 73. The support frame 71 is fixedly connected to the column 11, and the support frame 71 is located at the starting position of the coiled material body 51. The winding roller 72 is rotatably connected to the support frame 71, and the coiled material body 51 is wound around the winding roller 72. The body of the second driving source 73 is fixedly connected to the support frame 71. In this embodiment, the second driving source 73 is a motor, and the output end of the second driving source 73 is coaxially connected to the winding roller 72. The second driving source 73 can drive the coiled material body 51 to unwind or wind up, facilitating the laying or recovery of the covering coiled material 5.

[0046] Embodiment 3: Embodiment 3 of this application provides a steel structure earthquake-resistant house.

[0047] Reference Figure 9 , the difference between Embodiment 3 and Embodiment 2 of this application is that: an airbag strip 53 is fixedly connected to the coiled material body 51. A plurality of airbag strips 53 are arranged at intervals in the vertical direction, and the airbag strip 53 has flexibility. The inside of the clamping strip 52 is hollow, and the airbag strip 53 communicates with the clamping strip 52. When the coiled material body 51 moves to the end point, gas is injected into the clamping strip 52, and the clamping strip 52 deforms and fits more closely with the second guide groove 22, making the clamping connection between the clamping strip 52 and the second guide groove 22 more stable. When the gas enters the airbag strip 53, it can improve the structural strength of the coiled material body 51 and reduce the vibration of the coiled material body 51 caused by wind.

[0048] The above are all preferred embodiments of this application, and do not limit the protection scope of this application. Therefore, all equivalent changes made according to the structure, shape, and principle of this application shall be covered within the protection scope of this application.

Claims

1. A steel structure earthquake-resistant house, characterized in that: It includes a housing body and a shock-absorbing unit (8), and the shock-absorbing unit (8) is arranged at the bottom end of the housing body; The shock-absorbing unit (8) includes a shock-absorbing support (81), a bearing plate (82), a sealing film (83) and a shock absorber (84); the housing body includes a column (11), the column (11) is inserted into the shock-absorbing support (81), and the column (11) is slidably arranged with the shock-absorbing support (81); the bearing plate (82) is connected to the bottom end of the column (11), the shock absorber (84) is arranged in the shock-absorbing support (81), and the shock absorber (84) is connected to the bearing plate (82); the sealing film (83) is respectively connected to the shock-absorbing support (81) and the bearing plate (82), and an air chamber (86) is formed between the sealing film (83) and the inner wall of the shock-absorbing support (81).

2. The steel structure earthquake-resistant house according to claim 1, wherein: The shock-absorbing unit (8) further includes a partition plate (85), the partition plate (85) is connected to the inner wall of the shock-absorbing support (81), and the shock absorber (84) is connected to the partition plate (85); the partition plate (85) divides the air chamber (86) into a first air chamber (861) and a second air chamber (862), and the partition plate (85) is provided with a ventilation hole (851), and the ventilation hole (851) communicates the first air chamber (861) and the second air chamber (862).

3. The steel structure earthquake-resistant house according to claim 2, wherein: A support column (87) is arranged in the shock-absorbing support (81), and the support column (87) is respectively connected to the partition plate (85) and the inner bottom wall of the shock-absorbing support (81).

4. A steel structure earthquake-resistant house according to claim 1, characterized in that: The housing body includes a support skeleton (1) and a covering coil (5), a guide rail (2) is arranged on the support skeleton (1), the guide rail (2) is arranged around the circumferential side wall of the support skeleton (1), and the covering coil (5) is slidably matched with the guide rail (2); A guiding component (4) and a pulling component (6) are arranged on the support skeleton (1), the guiding component (4) includes a pulling rope (43), and the pulling rope (43) is arranged on the covering coil (5); the pulling component (6) pulls the covering coil (5) to slide along the guide rail (2) through the pulling rope (43).

5. The steel structure earthquake-resistant house according to claim 4, wherein: The guiding component (4) further includes a support rod (41), the support rod (41) is slidably matched with the guide rail (2), the covering coil (5) is arranged on the support rod (41), and the pulling rope (43) is connected to the support rod (41).

6. The steel structure earthquake-resistant house according to claim 5, wherein: The guiding component (4) further includes a guiding wheel (42), and the guiding wheel (42) is rotatably arranged on the support rod (41); A first guide groove (21) is formed on the guide rail (2), and the guiding wheel (42) is rollingly arranged in the first guide groove (21).

7. A steel structure earthquake-resistant house according to claim 4, characterized in that: The covering coil (5) includes a coil body (51) and a clamping strip (52), and the clamping strip (52) is arranged on the side of the coil body (51); a second guide groove (22) is formed on the guide rail (2), the clamping strip (52) is clamped in the second guide groove (22), and the clamping strip (52) is slidably matched with the second guide groove (22).

8. A steel structure earthquake-resistant house according to claim 7, characterized in that: The covering coil (5) further includes an airbag strip (53), and the airbag strip (53) is arranged on the coil body (51); the clamping strip (52) is hollow inside, and the airbag strip (53) is communicated with the clamping strip (52).

9. The steel structure earthquake-resistant house according to claim 4, wherein: A guiding assembly (3) is arranged on the support frame (1), and the guiding assembly (3) includes a guiding wheel (32). The guiding wheel (32) is arranged at the corner of the support frame (1), and the pulling rope (43) is wound around the guiding wheel (32).

10. A steel structure earthquake-resistant house according to claim 4, characterized in that: A winding assembly (7) is arranged on the support frame (1), and the winding assembly (7) includes: A support frame (71), and the support frame (71) is arranged on the support frame (1); A winding roller (72), and the winding roller (72) is rotatably arranged on the support frame (71), and the covering coil (5) is wound around the winding roller (72).

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