Anti-seismic steel structure house

Abstract

The invention discloses an anti-seismic steel structure house, and belongs to the field of steel structure buildings, the anti-seismic steel structure house comprises a foundation, vertical rods and cross rods, the foundation is provided with a circular damping groove, a cylindrical base is arranged in the damping groove, and an anti-seismic mechanism for damping is arranged in the damping groove; mounting grooves for connecting the vertical rods are formed in the base, fixing assemblies used for being fixedly connected to the vertical rods are arranged on the base, the two ends of the transverse rod are fixedly connected to the side walls of the two adjacent vertical rods respectively, and anti-seismic parts are arranged between the transverse rod and the vertical rods. The method has the effect of reducing vertical and transverse vibration of the steel structure building so as to reduce damage of earthquakes to the building.

Description

Technical Field

[0001] The present application relates to the technical field of steel structure buildings, and in particular to an earthquake-resistant steel structure house. Background Art

[0002] Steel structure houses mainly refer to houses whose main load-bearing components are made of steel, including steel columns, steel beams, steel foundations, steel roof trusses and steel roofs. The characteristics of steel structure workshops are: steel structure buildings are light in weight, high in strength and large in span; steel structure buildings are highly fire-resistant and corrosion-resistant; steel structure buildings are easy to move and can be recycled without pollution.

[0003] At present, there are more and more steel-structured buildings in China. These steel-structured buildings are generally not designed with earthquake-resistant structures or earthquake-resistant devices. When a major earthquake occurs, there will be huge safety hazards, which will bring huge risks to people’s lives and property safety. Summary of the invention

[0004] In order to reduce the vertical and lateral vibrations of steel structure buildings, thereby reducing the damage to buildings caused by earthquakes, the present application provides an earthquake-resistant steel structure house.

[0005] The present application provides an earthquake-resistant steel structure house adopting the following technical solution: A seismic-resistant steel structure house comprises a foundation, vertical bars and cross bars, wherein a circular shock-absorbing groove is provided on the foundation, a cylindrical base is arranged in the shock-absorbing groove, and a seismic-resistant mechanism for shock absorption is arranged in the shock-absorbing groove; a mounting groove for connecting the vertical bars is provided on the base, a fixing assembly for being fixedly connected to the vertical bars is arranged on the base, two ends of the cross bar are respectively fixedly connected to two adjacent side walls of the vertical bars, and a seismic-resistant part is arranged between the cross bar and the vertical bars.

[0006] By adopting the above technical solution, the base is installed in the shock-absorbing groove in the foundation, the vertical rods are fixed on the base, the horizontal rods and the vertical rods are connected to each other to form a supporting structure of the house. When an earthquake comes, the foundation will shake along with the surface seismic waves, and the base in the foundation can reduce the shaking of the base under the action of the seismic mechanism, thereby reducing the shaking of the house, improving the safety of the house, and protecting people's lives and property safety.

[0007] Preferably, the anti-seismic mechanism includes a plurality of arc blocks, a plurality of first telescopic rods and a plurality of first shock-absorbing springs, the plurality of arc blocks, the plurality of first telescopic rods and the plurality of first shock-absorbing springs are arranged in one-to-one correspondence, the shock-absorbing groove is provided with a placement groove along its inner wall, the plurality of arc blocks are slidably connected to the inner wall of the placement groove, the arc blocks abut against the peripheral side wall of the base, the first shock-absorbing spring is arranged in the placement groove and its two ends are respectively fixedly connected to the arc block and the inner wall of the placement groove, the first telescopic rod is passed through the interior of the first shock-absorbing spring and its two ends are respectively fixedly connected to a side of the arc block away from the base and the inner wall of the placement groove.

[0008] By adopting the above technical solution, when the shear wave of an earthquake arrives and causes the foundation to shake, the arc block connected in the foundation moves toward the side wall of the base, and the side wall of the base relatively pushes the arc block to compress the first telescopic rod and the first shock-absorbing spring to move into the placement groove, consuming the energy of the earthquake wave, thereby reducing the impact force on the base, improving the stability of the base, and then improving the stability of the house.

[0009] Preferably, the anti-seismic mechanism also includes an anti-seismic component for mitigating the impact of its longitudinal waves, the anti-seismic component includes a first connecting plate, a second connecting plate, a plurality of first blocks, a plurality of second blocks and a plurality of second telescopic rods, the first connecting plate is fixedly connected to the bottom inner wall of the shock absorbing groove, the second connecting plate abuts against the lower end surface of the base, the first block and the second block are respectively fixedly connected to the opposite side walls of the first connecting plate and the second connecting plate; the first block and the second block are staggered, and the two ends of the second telescopic rod are respectively hinged to the adjacent first block and the second block, the first telescopic rod is sleeved with a second shock absorbing spring, and the two ends of the second shock absorbing spring are respectively fixedly connected to the two ends of the second telescopic rod.

[0010] By adopting the above technical solution, when the longitudinal wave in the earthquake wave arrives, the seismic anti-seismic component between the base and the inner wall of the bottom of the shock-absorbing groove can consume its energy, and the distance between the first connecting plate and the second connecting plate changes with the fluctuation of the longitudinal wave. The first block and the second block pull or compress the second telescopic rod and the second shock-absorbing bomb according to the degree of shaking, thereby reducing the impact on the base.

[0011] Preferably, a plurality of balls are rotatably provided on a side wall of one end of the second connecting plate close to the base, and the base abuts against the balls.

[0012] By adopting the above technical solution, when an earthquake occurs and the foundation shakes, the base slides relatively on the base, and the ball rolls on the lower end surface of the base, reducing the connection strength between the foundation and the base, thereby reducing the impact of the foundation shaking on the base.

[0013] Preferably, a plurality of plug rods are fixedly connected to the inner wall at the bottom of the installation groove, a placement groove is provided in the top end of the plug rod, and the placement groove has two blocks that slide towards each other, both of the blocks are provided with inclined surfaces and penetrate through the inner wall of the placement groove, and a driving spring is fixedly connected between the two blocks, a plurality of slots for the insertion of the plurality of plug rods are provided at the bottom of the vertical rod, and a slot for the insertion of the block is provided on the inner wall opposite to the slot, a guide block is fixedly installed on the inner wall around the installation groove, and a guide groove for the insertion of the guide block is provided on the side wall of the vertical rod.

[0014] By adopting the above technical solution, when the vertical rod is inserted into the installation groove, the guide groove is aligned with the guide block and then the vertical rod is inserted into the installation groove. The slot on the lower end surface of the vertical rod is aligned with the insertion rod. The lower end surface of the vertical rod abuts against the card block and pushes the card block through the inclined surface to compress the driving spring and move relatively to the placement groove. After the insertion rod is fully inserted into the slot, the card block is aligned with the card slot. At this time, the card block is inserted into the card slot under the drive of the driving spring, thereby fixing the vertical rod and reducing the possibility of shaking, which makes it easier for the subsequent fixing assembly to fix the vertical rod.

[0015] Preferably, the fixing assembly includes a plurality of triangular fixing plates, and the plurality of triangular fixing plates are respectively arranged around the side walls of the vertical rod, one side wall of the triangular fixing plate abuts against the vertical rod, and one side wall abuts against the upper surface of the base, and the two side walls are respectively fixedly connected to the vertical rod and the base by bolts.

[0016] By adopting the above technical solution, a plurality of triangular fixing plates are used to fix the vertical rod and the base, and the triangular structure of the triangular fixing plates can enhance the support for the vertical rod.

[0017] Preferably, a plurality of first fixed blocks are fixedly connected to the base, the plurality of first fixed blocks are distributed around the vertical rod, second fixed blocks are fixedly connected to the peripheral side plates of the vertical rod, and a first viscous damper is hinged between the first fixed block and the second fixed block on the same side.

[0018] By adopting the above technical solution, several first viscous dampers are hinged between the vertical rod and the base, which can not only improve the supporting effect of the vertical rod, but also reduce the degree of shaking of the vertical rod during an earthquake.

[0019] Preferably, the anti-vibration component is a second viscous damper, and two ends of the second viscous damper are respectively hinged on the side wall of the vertical rod and the side wall of the horizontal rod connected to the vertical rod.

[0020] By adopting the above technical solution, the second viscous damper between the horizontal bar and the vertical bar can improve the connection strength between the horizontal bar and the vertical bar, thereby improving the supporting effect of the overall rigid structure house. At the same time, during an earthquake, the second viscous damper can reduce the possibility of the horizontal bar and the vertical bar detaching and falling.

[0021] Preferably, a telescopic square rod is fixedly connected to the horizontal rod or the vertical rod, and the telescopic square rod is arranged in the wall. The telescopic square rod includes a main rod and an auxiliary rod, and the auxiliary rod is telescoped in the main rod and can extend out of the wall. A waist-shaped hole is provided on the side wall of the auxiliary rod, and the auxiliary rod can be fixedly connected to furniture etc. through the waist-shaped hole; a groove is provided at the end of the auxiliary rod, and a fixing rod is fixedly connected in the groove, and a sealing plate is rotatably provided on the fixing rod.

[0022] By adopting the above technical solution, the auxiliary rod and the telescopic square rod are arranged in the wall during the construction of the house, and the end of the telescopic square rod away from the auxiliary rod is flush with the wall. When placing higher furniture such as bookshelves and wardrobes in the house, the sealing plate can be pushed. When the sealing plate is rotated to be perpendicular to the wall, the staff can manually pull the sealing plate to pull the auxiliary rod out of the wall, and fix the auxiliary rod to the furniture through tools. When an earthquake comes, the furniture is connected to the steel structure in the wall to reduce the possibility of it tipping over during shaking and causing casualties. When the auxiliary rod is not in use, the sealing plate seals the groove and is flush with the wall without affecting the appearance of the wall.

[0023] In summary, the present application includes at least one of the following beneficial technical effects: 1. The base is installed in the shock-absorbing groove in the foundation, the vertical rod is fixed on the base, and the horizontal rod and the vertical rod are connected to each other to form the supporting structure of the house. When an earthquake comes, the foundation will shake with the surface seismic waves. The base in the foundation can reduce the shaking of the base under the action of the seismic mechanism, thereby reducing the shaking of the house, improving the safety of the house, and maintaining the safety of people's lives and property; 2. When the earthquake shear wave arrives and drives the foundation to shake, the arc-shaped blocks connected in the foundation move toward the side wall of the base, and the side wall of the base pushes the arc-shaped blocks to compress the first telescopic rod and the first shock-absorbing spring to move into the placement groove, consuming the energy of the earthquake wave, thereby reducing the impact force on the base, improving the stability of the base, and then improving the stability of the house; 3. During house construction, the auxiliary rod and the telescopic square rod are set in the wall, and the end of the telescopic square rod away from the auxiliary rod is flush with the wall. When placing higher furniture such as bookshelves and wardrobes in the house, the sealing plate can be pushed, the sealing plate rotates, and the hand reaches into the groove to pull the pull block to pull the auxiliary rod out of the wall, and the auxiliary rod is fixedly connected to the furniture through tools. When an earthquake comes, the furniture is connected to the steel structure in the wall to reduce the possibility of it tipping over during shaking and causing casualties. When the auxiliary rod is not in use, the sealing plate seals the groove and is flush with the wall, which does not affect the appearance of the wall. BRIEF DESCRIPTION OF THE DRAWINGS

[0024] Figure 1 It is a schematic diagram of the overall structure of Example 1 of the present application.

[0025] Figure 2 It is a schematic diagram of the front cross-sectional structure of the first embodiment of the present application.

[0026] Figure 3 It is a schematic diagram of the protruding arc block structure in Example 1 of the present application.

[0027] Figure 4 It is a structural schematic diagram of the protruding insertion rod in the first embodiment of the present application.

[0028] Figure 5 It is a top view of the wall section in Example 2 of the present application.

[0029] Description of reference numerals: 1. foundation; 11. shock-absorbing groove; 2. base; 3. anti-seismic mechanism; 31. arc block; 311. connecting block; 312. connecting groove; 32. first telescopic rod; 33. first shock-absorbing spring; 34. placement groove; 35. Seismic assembly; 351. First connecting plate; 352. Second connecting plate; 353. First group block; 354. Second group block; 355. Second telescopic rod; 356. Second shock-absorbing spring; 37. Ball; 4. Vertical rod; 41. Mounting slot; 42. Insert rod; 421. Placement slot; 422. Block; 423. Inclined surface; 424. Drive spring; 43. Slot; 431. Card; 44. Guide block; 45. Guide slot; 5. Cross bar; 6. Fixing assembly; 61. Triangular fixing plate; 62. Bolt; 7. First fixing block; 71. Second fixing block; 73. First viscous damper; 8. Second viscous damper; 9. Wall; 91. Telescopic square rod; 911. Main rod; 912. Auxiliary rod; 92. Waist-shaped hole; 93. Groove; 931. Sealing door; 932. Fixing rod. DETAILED DESCRIPTION

[0030] The following is combined with Figure 1-5 This application is described in further detail.

[0031] Embodiment 1 The present application embodiment discloses an earthquake-resistant steel structure house. like Figure 1 and Figure 2 As shown, it includes a foundation 1, vertical bars 4 and horizontal bars 5. The foundation 1 is fixedly connected to the ground. A circular shock-absorbing groove 11 is provided on the upper end surface of the foundation 1 in the vertical direction. A cylindrical base is provided in the shock-absorbing groove 11. A seismic-resistant mechanism 3 for shock-absorbing the base is provided in the shock-absorbing groove 11. The vertical bars 4 and horizontal bars 5 are installed on the base. Both ends of the horizontal bars 5 are fixedly connected to adjacent vertical bars 4 to form a supporting frame of the house. A seismic-resistant member is provided between the horizontal bars 5 and the vertical bars 4. A plurality of mounting grooves 41 for mounting a plurality of vertical bars 4 are provided on the base. A fixing assembly 6 for fixing the position of the vertical bars 4 is provided on the base.

[0032] like Figure 2 and Figure 3 As shown, a placement groove 34 is provided on the inner wall of the shock absorbing groove 11, and the anti-seismic mechanism 3 includes a plurality of arc blocks 31, a plurality of first telescopic rods 32, and a plurality of first shock absorbing springs 33. The plurality of arc blocks 31, the plurality of first telescopic rods 32, and the plurality of first shock absorbing springs 33 are arranged one by one and are all arranged in the placement groove 34. The plurality of arc blocks 31 are arranged in a circle, and a connecting block 311 is fixedly welded on one side wall of the arc block 31, and a connecting groove 312 is provided on the side wall opposite to the connecting block 311, and the connecting block 311 on the arc block 31 slides in the connecting groove 312 on the adjacent arc block 31. The first telescopic rod 32 and the first shock absorbing spring 33 are both arranged in the horizontal direction, and the two ends of the first telescopic rod 32 are respectively welded to the placement groove 34 and the arc block 31, and the two ends of the first shock absorbing spring 33 are respectively fixedly welded to the arc block 31 and the inner wall of the placement groove 34. One end of the arc block 31 away from the first damping spring 33 extends out of the placement slot 34 and abuts against the peripheral side wall of the base.

[0033] like Figure 2As shown, the anti-seismic mechanism 3 also includes multiple groups of anti-seismic components 35 for mitigating the impact of its longitudinal waves, and the multiple groups of anti-seismic components 35 are distributed on the bottom inner wall of the shock-absorbing groove 11; the anti-seismic components 35 include a first connecting plate 351, a second connecting plate 352, multiple first blocks 353, multiple second blocks 354 and multiple second telescopic rods 355, the first connecting plate 351 and the second connecting plate 352 are both cylindrical, the diameter of the first connecting plate 351 is the same as the inner diameter of the shock-absorbing groove 11, the first connecting plate 351 is placed in the shock-absorbing groove 11 and abuts against the bottom inner wall of the shock-absorbing groove 11; the diameter of the second connecting plate 352 is consistent with the diameter of the first connecting plate 351, and the upper end surface of the second connecting plate 352 is rotatably provided with multiple balls 37, and the lower end surface of the base abuts against the multiple balls 37. The first block 353 and the second block 354 are fixedly welded on the opposite side walls of the first connecting plate 351 and the second connecting plate 352 respectively; the first block 353 and the second block 354 are arranged in a staggered manner, the first block 353 is located between two adjacent second blocks 354, and the second block 354 is located between two adjacent first components, and the two ends of the second telescopic rod 355 are respectively hinged to the adjacent first blocks 353 and second blocks 354, and each first block 353 or second block 354 except the first block 353 and the second block 354 located at the end is hinged with two first telescopic rods 32, and the first telescopic rod 32 is sleeved with a second shock-absorbing spring 356, and the two ends of the second shock-absorbing spring 356 are respectively fixedly connected to the two ends of the second telescopic rod 355.

[0034] like Figure 1 and Figure 2 As shown, when an earthquake occurs, the main energy waves in the earthquake are transverse waves and longitudinal waves. The transverse wave can cause the surface and foundation 1 to shake horizontally, and the longitudinal wave can cause it to shake vertically. When the transverse wave arrives, the foundation 1 shakes horizontally along with the ground, and the base slides relatively on the base 2. The ball 37 rolls on the lower end surface of the base, reducing the connection strength between the foundation 1 and the base, thereby reducing the impact of the shaking of the foundation 1 on the base. The shock-absorbing groove 11 is circular in design and the base 2 is cylindrical. The arc block 31 surrounds the base 2. No matter in which direction the transverse wave is transmitted, the arc block 31 with a corresponding angle pushes the first telescopic rod 32 and the first shock-absorbing spring 33 to move, thereby improving the energy consumption effect of the transverse wave. When the longitudinal wave in the earthquake wave arrives, the first block 353 and the second block 354 pull or compress the second telescopic rod 355 and the second shock-absorbing spring according to the degree of shaking, thereby adjusting the distance between the first connecting plate 351 and the second connecting plate 352, thereby reducing the impact on the base. The first telescopic rod 32, the first shock-absorbing spring 33 and the second telescopic rod 355 and the second shock-absorbing spring 356 can consume the energy of the earthquake wave, thereby reducing the impact force on the base, improving the stability of the base, and then improving the stability of the house, thereby maintaining people's life safety and property safety.

[0035] like Figure 2 and Figure 4 As shown, a plurality of plug rods 42 are fixedly welded on the inner wall at the bottom of the installation groove 41. The plug rods 42 are rectangular and arranged in the vertical direction. A placement groove 421 is provided in the horizontal direction at the top of the plug rod 42. The placement groove 421 has two blocks 422 that slide toward or away from each other in the horizontal direction. Both blocks 422 are provided with inclined surfaces 423 and penetrate the inner wall of the placement groove 421. A driving spring 424 is provided in the horizontal direction in the placement groove 421. Both ends of the driving spring 424 are fixedly welded to the opposite side walls of the two blocks 422. A plurality of slots 43 for the insertion of the plurality of plug rods 42 are provided vertically upward on the lower end surface of the vertical rod 4. A slot for the insertion of the block 422 is provided on the inner wall opposite to the slot 43. A guide block 44 is fixedly welded on the inner wall of the installation groove 41, and its length is set along the depth direction of the installation groove 41. A guide groove 45 for the guide block 44 to be inserted into the side wall of the vertical rod 4 is set. When installing the vertical rod 4, the guide block 44 can guide the vertical rod 4 when the vertical rod 4 is inserted into the installation groove 41. The slot 43 at the bottom of the vertical rod 4 is inserted into the insertion rod 42. The lower end surface of the vertical rod 4 abuts against the block 422 and pushes the block 422 through the inclined surface 423 to compress the driving spring 424 and move relatively to the placement groove 421. After the insertion rod 42 is fully inserted into the slot 43, the block 422 is stuck in the slot under the action of the driving spring 424, thereby fixing the vertical rod 4 to the installation groove 41, reducing the possibility of shaking, and making it convenient for the subsequent fixing component 6 to fix the vertical rod 4.

[0036] like Figure 1As shown, the fixing assembly 6 includes four triangular fixing plates 61, which are respectively distributed at the side walls around the vertical rod 4. The cross section of the triangular fixing plate 61 is a right-angled triangle. The right-angled wall on one side of the triangular fixing plate 61 abuts against the side wall of the vertical rod 4, and the right-angled wall on the other side abuts against the upper surface of the base. The right-angled walls on both sides are respectively fixedly connected to the vertical rod 4 and the base by bolts 62. The triangular structure of the triangular fixing plate 61 can enhance the support for the vertical rod 4. Four first fixing blocks 7 are fixedly welded on the upper end surface of the base. The four first fixing blocks 7 are distributed around the vertical rod 4. Second fixing blocks 71 are respectively fixedly welded on the peripheral side plates of the vertical rod 4. A first viscous damper 73 is hinged between the first fixing block 7 and the second fixing block 71 on the same side. The first viscous damper 73 can not only improve the support effect on the vertical rod 4, but also reduce the degree of shaking of the vertical rod 4 in an earthquake. The anti-seismic component is a second viscous damper 8. After the cross bar 5 is fixedly connected to the vertical bar 4, the two ends of the second viscous damper 8 are respectively hinged on the side walls of the vertical bar 4 and the side walls of the cross bar 5 connected to the vertical bar 4. The second viscous damper 8 improves the connection strength between the cross bar 5 and the vertical bar 4, thereby improving the supporting effect of the overall rigid structure house. At the same time, during an earthquake, the second viscous damper 8 can reduce the possibility of the cross bar 5 and the vertical bar 4 detaching and falling.

[0037] The implementation principle of the first embodiment of the present application is as follows: the base is installed in the shock-absorbing groove 11 in the foundation 1, the shock-absorbing groove 11 is set in a circular shape and the base 2 is set in a cylindrical shape, which can cope with transverse waves in various directions. The vertical rod 4 is fixedly installed on the base through the fixing assembly 6, and the vertical rod 4 is connected to the base 2 through the first viscous damper 73, the cross bar 5 and the vertical rod 4 are connected to each other, and the connection strength between the cross bar 5 and the vertical rod 4 is improved by the second viscous damper 8; when an earthquake comes, the foundation 1 will shake with the surface seismic waves, and the first telescopic rod 32, the first shock-absorbing spring 33 and the second telescopic rod 355, the second shock-absorbing spring 356 can consume the energy generated by the earthquake and slow down the amplitude of the fluctuation, thereby reducing the shaking degree of the base and the house, improving the safety of the house, and safeguarding people's life safety and property safety.

[0038] Embodiment 2 like Figure 5 Described, the telescopic square rod 91 is fixedly welded on the horizontal rod 5 or the vertical rod 4, and the telescopic square rod 91 is arranged in the wall 9. The telescopic square rod 91 includes a main rod 911 and an auxiliary rod 912. The auxiliary rod 912 is telescopic in the main rod 911 and can extend out of the wall 9. A waist-shaped hole 92 is opened on the side wall of the auxiliary rod 912, and the auxiliary rod 912 can be fixedly connected to furniture, etc. through the waist-shaped hole 92; a groove 93 is opened at the end of the auxiliary rod 912, and a fixing rod is fixedly connected in the groove 93, a sealing plate is rotatably provided on the fixing rod, and a pull block is fixedly connected to the inner wall of the groove 93.

[0039] The implementation principle of the second embodiment of the present application is: during the construction of the house, the auxiliary rod and the telescopic square rod 91 are arranged in the wall 9, and the end of the telescopic square rod 91 away from the auxiliary rod is flush with the wall 9. When placing higher furniture such as bookshelves and wardrobes in the house, the sealing plate can be pushed, the sealing plate rotates, and the hand reaches into the groove 93 to pull the pull block to pull the auxiliary rod 912 out of the wall 9, and the auxiliary rod 912 is fixedly connected to the furniture through tools. When an earthquake comes, the furniture is connected to the steel structure in the wall 9, reducing the possibility of it tipping over during shaking and causing casualties; when the auxiliary rod 912 is not in use, the sealing plate seals the groove 93 and is flush with the wall 9, without affecting the appearance of the wall 9.

[0040] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. An earthquake-resistant steel structure house, comprising a foundation (1), vertical bars (4) and horizontal bars (5), characterized in that: The foundation (1) is provided with a circular shock-absorbing groove (11), a cylindrical base is arranged in the shock-absorbing groove (11), and a shock-resistant mechanism (3) for shock absorption is arranged in the shock-absorbing groove (11); a mounting groove (41) for connecting the vertical rod (4) is provided on the base, a fixing assembly (6) for fixedly connecting to the vertical rod (4) is arranged on the base, the two ends of the cross rod (5) are respectively fixedly connected to the side walls of two adjacent vertical rods (4), and a shock-resistant component is arranged between the cross rod (5) and the vertical rod (4).

2. The earthquake-resistant steel structure house according to claim 1, characterized in that: The anti-vibration mechanism (3) comprises a plurality of arc blocks (31), a plurality of first telescopic rods (32) and a plurality of first shock absorbing springs (33). The plurality of arc blocks (31), the plurality of first telescopic rods (32) and the plurality of first shock absorbing springs (33) are arranged one by one. The shock absorbing groove (11) is provided with a placement groove (34) along its inner wall. The plurality of arc blocks (31) are slidably connected to the inner wall of the placement groove (34). The arc blocks (31) abut against the peripheral side wall of the base. The first shock absorbing spring (33) is arranged in the placement groove (34) and its two ends are respectively fixedly connected to the arc block (31) and the inner wall of the placement groove (34). The first telescopic rod (32) is passed through the first shock absorbing spring (33) and its two ends are respectively fixedly connected to a side of the arc block (31) away from the base and the inner wall of the placement groove (34).

3. The earthquake-resistant steel structure house according to claim 2 is characterized in that: The anti-seismic mechanism (3) further comprises an anti-seismic component (35) for mitigating the impact of longitudinal waves. The invention relates to a first telescopic rod (355) comprising a first connecting plate (351), a second connecting plate (352), a plurality of first blocks (353), a plurality of second blocks (354) and a plurality of second telescopic rods (355); the first connecting plate (351) is fixedly connected to the inner wall of the bottom of the shock absorbing groove (11); the second connecting plate (352) is abutted against the lower end surface of the base; the first blocks (353) and the second blocks (354) are respectively fixedly connected to the opposite side walls of the first connecting plate (351) and the second connecting plate (352); the first blocks (353) and the second blocks (354) are arranged alternately, and the two ends of the second telescopic rod (355) are respectively hinged to the adjacent first blocks (353) and the second blocks (354); the first telescopic rod (32) is sleeved with a second shock absorbing spring (356); the two ends of the second shock absorbing spring (356) are respectively fixedly connected to the two ends of the second telescopic rod (355).

4. The earthquake-resistant steel structure house according to claim 3 is characterized by: A plurality of balls (37) are rotatably arranged on a side wall of one end of the second connecting plate (352) close to the base, and the base abuts against the balls (37).

5. The earthquake-resistant steel structure house according to claim 1, characterized in that: A plurality of insertion rods (42) are fixedly connected to the inner wall at the bottom of the installation groove (41); a placement groove (421) is provided in the top end of the insertion rod (42); two clamping blocks (422) are provided in the placement groove (421) for sliding toward each other; both clamping blocks (422) are provided with inclined surfaces (423) and penetrate through the inner wall of the placement groove (421); and a driving spring (424) is fixedly connected between the two clamping blocks (422); a plurality of slots (43) for inserting the plurality of insertion rods (42) are provided at the bottom of the vertical rod (4); a clamping groove for inserting the clamping blocks (422) is provided on the inner wall opposite to the slot (43); a guide block (44) is fixedly installed on the inner wall around the installation groove (41); and a guide groove (45) for inserting the guide block (44) is provided on the side wall of the vertical rod (4).

6. The earthquake-resistant steel structure house according to claim 1, characterized in that: The fixing assembly (6) comprises a plurality of triangular fixing plates (61), the plurality of triangular fixing plates (61) being respectively arranged around the side walls of the vertical rod (4), one side wall of the triangular fixing plate (61) being in contact with the vertical rod (4), and one side wall being in contact with the upper surface of the base, and the two side walls being respectively fixedly connected to the vertical rod (4) and the base by bolts (62).

7. The earthquake-resistant steel structure house according to claim 1, characterized in that: A plurality of first fixing blocks (7) are fixedly connected to the base, the plurality of first fixing blocks (7) are distributed around the vertical rod (4), second fixing blocks (71) are fixedly connected to the peripheral side plates of the vertical rod (4), and a first viscous damper (73) is hinged between the first fixing block (7) and the second fixing block (71) on the same side.

8. The earthquake-resistant steel structure house according to claim 1, characterized in that: The anti-vibration component is a second viscous damper (8), and the two ends of the second viscous damper (8) are respectively hinged on the side wall of the vertical rod (4) and the side wall of the horizontal rod (5) connected to the vertical rod (4).

9. The earthquake-resistant steel structure house according to claim 1, characterized in that: A telescopic square rod (91) is fixedly connected to the horizontal rod (5) or the vertical rod (4). The telescopic square rod (91) is arranged in the wall (9). The telescopic square rod (91) comprises a main rod (911) and an auxiliary rod (912). The auxiliary rod (912) is telescopic in the main rod (911) and can extend out of the wall (9). A waist-shaped hole (92) is provided on the side wall of the auxiliary rod (912). The auxiliary rod (912) can be fixedly connected to furniture or the like through the waist-shaped hole (92); a groove (93) is provided at the end of the auxiliary rod (912). A fixing rod is fixedly connected in the groove (93). A sealing plate is rotatably provided on the fixing rod.

Images