Civil engineering split type building anti-seismic structure

Abstract

The invention discloses a civil engineering split type building anti-seismic structure, and relates to the technical field of buildings, the civil engineering split type building anti-seismic structure comprises a vertical anti-seismic mechanism and a horizontal anti-seismic mechanism, and the horizontal anti-seismic mechanism is arranged in the vertical anti-seismic mechanism. The vertical rails are distributed in the square shell, the sliding blocks are matched with the butt joint blocks to be slidably installed in the vertical rails, the damping buffering rods and the elastic pieces are used for providing buffering supporting at the two ends of the sliding blocks, the effective vertical buffering and damping effect is provided, the horizontal buffering sleeves are connected with the butt joint blocks, and therefore the damping effect is improved. A plurality of damping telescopic rods are distributed in a horizontal cushioning sleeve and are connected with a horizontal buffer block, so that a lateral buffer traction effect can be provided for the horizontal buffer block, and a butt joint sleeve is mounted on the horizontal buffer block, so that a vertical buffer damping effect can be provided for the building body; and therefore, the building body can be conveniently connected, and the horizontal buffering and damping effects can be easily provided.

Description

Technical Field

[0001] The invention relates to the technical field of construction, in particular to a civil engineering split-type building earthquake-resistant structure. Background Art

[0002] Civil engineering is a general term for the science and technology of building various land engineering facilities. It refers to the various technical works such as survey, planning, design, construction, installation and maintenance for the construction, reconstruction or expansion of various types of engineering buildings, structures and related supporting facilities, in addition to housing construction, and the completed engineering entities. Earthquake is one of the natural disasters that causes the greatest damage to buildings. It will cause great damage to major projects and lifeline projects, and sometimes paralyze urban functions. Therefore, building earthquake resistance has always been a hot topic in civil engineering. However, in different earthquake zones, there are still certain differences and deficiencies in the use requirements of building earthquake-resistant structures that need to be improved.

[0003] In the prior art, for example, the patent application number CN202021623307.4, “A civil engineering split-type building earthquake-resistant structure”, includes a protective pipe, an engineering pipe body is inserted into the protective pipe, a hoisting support mechanism is provided at the upper end of the protective pipe, and a limited position fixing mechanism is provided on opposite sides of the protective pipe. The utility model can limit the engineering pipe body, and realizes the adjustment of the limit diameter during the limiting process, which is convenient for the use of engineering pipe bodies of different diameters, has a good fixing effect, and can adjust the fixed clamping force at any time.

[0004] The existing building seismic structure can only provide seismic resistance in a single direction, and cannot provide seismic resistance in both vertical and horizontal directions, resulting in insufficient seismic resistance. To address the above problem, a civil engineering split building seismic structure is proposed. Summary of the invention

[0005] The object of the present invention is to provide a civil engineering split-type building seismic resistant structure to solve the problem that the prior art proposed in the above background technology can only provide seismic resistance in a single direction during operation and cannot provide seismic resistance in both vertical and horizontal directions, resulting in insufficient seismic resistance effect.

[0006] To achieve the above-mentioned purpose, the present invention provides the following technical solutions: a civil engineering split-type building seismic structure, comprising a vertical seismic mechanism and a horizontal seismic mechanism, wherein the horizontal seismic mechanism is arranged inside the vertical seismic mechanism, and the vertical seismic mechanism comprises a square shell, a vertical track, a sliding block, a damping buffer rod and an elastic member, wherein the vertical track is distributed on the four sides of the inner wall of the square shell, the sliding block is vertically slid inside the vertical track, the damping buffer rod is symmetrically installed at both ends inside the vertical track, and the elastic member is wound around the outside of the damping buffer rod; The horizontal anti-seismic mechanism includes a horizontal shock-absorbing sleeve, a damping telescopic rod, a horizontal buffer block and a docking sleeve. The damping telescopic rod is movably distributed on the inner wall of the horizontal shock-absorbing sleeve, one end of the damping telescopic rod is evenly distributed on a circle of the outer wall of the horizontal buffer block, and the docking sleeve is arranged on the top of the horizontal buffer block.

[0007] Preferably, a locking mechanism is further included, wherein the locking mechanism includes a locking ring, a sliding member is provided at the bottom of the locking ring, and an electric telescopic rod is connected to the side of the sliding member.

[0008] Preferably, a guide block is provided on the outer side of the sliding member, and one end of the guide block is connected to the electric telescopic rod.

[0009] Preferably, a guide slot is formed through the top of the guide block, and the sliding member is slidably connected to the inner side of the guide slot.

[0010] Preferably, the outer wall of the square shell is provided with two reinforcement frames, and a plurality of side support plates are evenly distributed around the outer wall of the square shell, and the side support plates are staggeredly connected with the reinforcement frames.

[0011] Preferably, a fixed base is provided at the bottom of the square shell, a mounting hole is provided on the fixed base, and a rubber pad is provided at the inner bottom of the square shell.

[0012] Preferably, a sliding slot is formed through one side of the vertical track, a docking block is fixedly mounted on one side of the sliding block, and the docking block is slidably connected to the inner side of the sliding slot.

[0013] Preferably, a top cover is provided on the top of the square shell, and limiting members are fixed to the four bottom corners of the top cover. A sealing sleeve is provided in the middle of the top cover, and the limiting members are snap-fitted and connected to the four inner corners of the square shell.

[0014] Preferably, a reinforcing rib ring is provided on the outer side of the horizontal shock-absorbing sleeve, and a through groove is opened on the top of the horizontal shock-absorbing sleeve.

[0015] Preferably, a plurality of anti-slip strips are evenly distributed on the inner wall of the docking sleeve, and a limiting ring is arranged on the top of the docking sleeve.

[0016] Compared with the prior art, the present invention has the following beneficial effects: 1. In the present invention, vertical tracks are distributed inside the square shell, and the sliding block is slidably installed in the vertical track in cooperation with the docking block, and damping buffer rods and elastic members are used to provide buffering supports at both ends of the sliding block, thereby providing effective vertical buffering and shock absorption. The horizontal shock-absorbing sleeve is connected to the docking block, which is beneficial to providing vertical buffering and shock absorption for the building. A number of damping telescopic rods are distributed inside the horizontal shock-absorbing sleeve and connected to the horizontal buffer block, thereby providing lateral buffering and traction for the horizontal buffer block. The docking sleeve is installed on the horizontal buffer block, thereby facilitating the connection of the building, and providing horizontal buffering and shock absorption, thereby effectively improving the multi-faceted buffering effect through multi-directional buffering, and ensuring the earthquake-resistant effect.

[0017] 2. In the present invention, a sliding member is provided at the bottom of the locking ring and is slidably mounted on the inner side of the guide block, and cooperates with the electric telescopic rod to provide a side push effect, so that the position of the locking ring can be adjusted through the telescopic effect of the electric telescopic rod, which is beneficial to clamping and locking the equipment, thereby achieving a rapid installation effect, and effectively improving the use effect. The guide groove is beneficial to provide a sliding adjustment space for the sliding member, and at the same time, it is beneficial to provide an auxiliary guiding effect, thereby ensuring stability during use.

[0018] 3. In the present invention, the reinforcing rib ring is arranged on the outside of the horizontal shock-absorbing sleeve, which is beneficial to increase the strength of the horizontal shock-absorbing sleeve and ensure the stability during buffering and earthquake resistance. The through groove is convenient for providing a through installation space for the docking sleeve, and also convenient for providing space for activities. The anti-slip strips are distributed inside the docking sleeve, which is beneficial for increasing friction during connection, thereby improving the stability after installation. The limiting ring is convenient for cooperating with the locking mechanism to provide a quick installation limit. After the locking installation is locked by the locking mechanism, it is further installed and reinforced by fasteners, which is beneficial for improving the convenience of installation through the auxiliary locking of the locking mechanism. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] Figure 1 A three-dimensional diagram of a civil engineering split-type building earthquake-resistant structure of the present invention; Figure 2 It is a structural schematic diagram of another angle of a civil engineering split-type building earthquake-resistant structure of the present invention; Figure 3 It is a schematic diagram of the decomposed structure of a civil engineering split-type building earthquake-resistant structure of the present invention; Figure 4 For the present invention Figure 3 A is an enlarged structural diagram; Figure 5 The present invention is a schematic diagram of the clamping mechanism structure of a civil engineering split-type building earthquake-resistant structure.

[0020] In the figure: 1. Vertical anti-seismic mechanism; 101. Square shell; 102. Reinforcement frame; 103. Side support plate; 104. Fixed base; 105. Rubber pad; 106. Vertical track; 107. Sliding slot; 108. Sliding block; 109. Docking block; 110. Damping buffer rod; 111. Elastic member; 112. Top cover; 113. Limiting member; 114. Sealing sleeve; 2. Horizontal anti-seismic mechanism; 201. Horizontal shock-absorbing sleeve; 202. Reinforcement rib ring; 203. Damping telescopic rod; 204. Horizontal buffer block; 205. Docking sleeve; 206. Anti-slip strip; 3. Locking mechanism; 301. Locking ring; 302. Sliding member; 303. Guide block; 304. Electric telescopic rod; 305. Guide slot. DETAILED DESCRIPTION

[0021] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the implementation regulations described are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0022] Example 1: Figure 1-Figure 5 As shown, the present invention provides a technical solution: a civil engineering split-type building seismic structure, comprising a vertical seismic mechanism 1 and a horizontal seismic mechanism 2, wherein the horizontal seismic mechanism 2 is arranged inside the vertical seismic mechanism 1, and the vertical seismic mechanism 1 comprises a square housing 101, a vertical track 106, a sliding block 108, a damping buffer rod 110 and an elastic member 111, wherein the vertical track 106 is distributed on the four sides of the inner wall of the square housing 101, the sliding block 108 is vertically slidably mounted inside the vertical track 106, the damping buffer rod 110 is symmetrically mounted at both ends inside the vertical track 106, and the elastic member 111 is wound around the outside of the damping buffer rod 110; The horizontal anti-seismic mechanism 2 includes a horizontal shock-absorbing sleeve 201, a damping telescopic rod 203, a horizontal buffer block 204 and a docking sleeve 205. The damping telescopic rod 203 is movably distributed on the inner wall of the horizontal shock-absorbing sleeve 201, one end of the damping telescopic rod 203 is evenly distributed on a circle of the outer wall of the horizontal buffer block 204, and the docking sleeve 205 is arranged on the top of the horizontal buffer block 204.

[0023] In this embodiment, the vertical track 106 is distributed inside the square shell 101, and the sliding block 108 is slidably installed in the vertical track 106 in cooperation with the docking block 109, and the damping buffer rod 110 and the elastic member 111 are used to provide buffering support at both ends of the sliding block 108, providing effective vertical buffering and shock absorption. The horizontal shock-absorbing sleeve 201 is connected to the docking block 109, which is beneficial to provide vertical buffering and shock absorption for the building. A number of damping telescopic rods 203 are distributed inside the horizontal shock-absorbing sleeve 201 and connected to the horizontal buffer block 204, which is beneficial to provide lateral buffering and traction for the horizontal buffer block 204. The docking sleeve 205 is installed on the horizontal buffer block 204, which is convenient for providing connection to the building, and is beneficial to providing horizontal buffering and shock absorption, which is beneficial to effectively improve the multi-faceted buffering effect through multi-directional buffering, ensure the earthquake-resistant effect, and effectively reduce the damage of the vertical seismic force to the building structure through vertical buffering, avoiding problems such as damage to structural components and floor collapse caused by vertical vibration. It can greatly improve the stability of buildings under vertical earthquakes and ensure the safety of personnel and property. At the same time, the existence of vertical buffer components enhances the collaborative working ability between the foundation and the building split units, making the entire structure more uniform when subjected to vertical force, and extending the service life of the building. Horizontal buffering significantly reduces the relative displacement and dislocation between split units caused by horizontal seismic forces, preventing the connection parts from being damaged by excessive horizontal forces. Working in conjunction with the original energy dissipation device, it further improves the horizontal seismic energy dissipation mechanism and enhances the overall lateral force resistance of the building. In the event of frequent earthquakes, it can effectively reduce the vibration response of the structure and improve the comfort of people inside the building; in rare earthquakes, it can avoid serious damage or even collapse of the building structure and improve the seismic fortification capability of the building.

[0024] Example 2: Figure 5 As shown, it also includes a locking mechanism 3, which includes a locking ring 301. A sliding member 302 is provided at the bottom of the locking ring 301. The side of the sliding member 302 is connected to an electric telescopic rod 304. A guide block 303 is provided on the outer side of the sliding member 302. One end of the guide block 303 is connected to the electric telescopic rod 304. A guide slot 305 is opened through the top of the guide block 303, and the sliding member 302 is slidably connected to the inner side of the guide slot 305.

[0025] In this embodiment, a sliding member 302 is provided at the bottom of the locking ring 301 and is slidably mounted on the inner side of the guide block 303, and cooperates with the electric telescopic rod 304 to provide a side push effect, so that the position of the locking ring 301 can be adjusted through the telescopic effect of the electric telescopic rod 304, which is beneficial to clamping and locking the equipment, thereby achieving a quick installation effect, and effectively improving the use effect. The guide slot 305 is beneficial to provide space for sliding adjustment of the sliding member 302, and at the same time is beneficial to provide an auxiliary guiding effect, thereby ensuring stability during use.

[0026] Example 3: Figure 1-Figure 4 As shown, the outer wall of the square shell 101 is provided with two reinforcement frames 102, and a plurality of side support plates 103 are evenly distributed around the outer wall of the square shell 101. The side support plates 103 are staggeredly connected with the reinforcement frames 102. A fixed base 104 is provided at the bottom of the square shell 101, and a mounting hole is provided on the fixed base 104. A rubber pad 105 is provided at the inner bottom of the square shell 101. A sliding notch 107 is provided through one side of the vertical track 106. A docking block 109 is fixedly installed on one side of the sliding block 108. The docking block 109 is fixedly installed on one side of the sliding block 108. 09 is slidably connected to the inner side of the sliding groove 107, a top cover 112 is arranged on the top of the square shell 101, and limiting members 113 are fixed to the four bottom corners of the top cover 112, a sealing sleeve 114 is arranged in the middle of the top cover 112, and the limiting member 113 is clamped and connected to the four inner corners of the square shell 101, a reinforcing rib ring 202 is arranged on the outer side of the horizontal cushioning sleeve 201, a through groove is opened on the top of the horizontal cushioning sleeve 201, a plurality of anti-slip strips 206 are evenly distributed on the inner wall of the docking sleeve 205, and a limiting ring is arranged on the top of the docking sleeve 205.

[0027] In this embodiment, by distributing the reinforcement frame 102 and the side support plate 103 on the outer wall of the square shell 101, it is beneficial to improve the external support strength of the square shell 101, thereby ensuring the stability of use; by setting the fixed base 104 at the bottom, it is convenient to provide the function of installation support, thereby ensuring the stability of the overall support; at the same time, it is fastened and installed in conjunction with the mounting holes and bolts, thereby ensuring stability; by setting the rubber pad 105 at the inner bottom of the square shell 101, that is, the lower position of the horizontal shock-absorbing sleeve 201, it is beneficial to provide a buffering and anti-collision effect at the bottom during vertical buffering and shock absorption, avoiding the situation where excessive impact causes structural damage; by the sliding groove 107, it is convenient to provide a sliding guide space during the sliding adjustment of the docking block 109, thereby ensuring the guiding function of vertical lifting; by setting the top cover 112 at the top of the square shell 101, it can provide a sealing function, and at the same time, cooperate with the limiter 113 to provide a positioning installation function during installation, which is beneficial to ensuring stable installation; by the sealing sleeve 114, a certain sealing function is provided, thereby improving the sealing effect and reducing the dust and impurities from entering the interior.

[0028] The reinforcing rib ring 202 is arranged on the outside of the horizontal shock-absorbing sleeve 201, which is beneficial to increase the strength of the horizontal shock-absorbing sleeve 201 and ensure the stability during buffering and shock resistance. The through groove is convenient for providing a through installation space for the docking sleeve 205, and it is also convenient to provide space for activities. The anti-slip strip 206 is distributed inside the docking sleeve 205, which is beneficial to increase the friction during connection, thereby improving the stability after installation. The limiting ring is convenient to cooperate with the locking mechanism 3 to provide a quick installation limit. After the locking and installation are locked by the locking mechanism 3, the fasteners are used to further install and reinforce it, which is beneficial to improve the convenience of installation through the auxiliary locking of the locking mechanism 3.

[0029] In the present invention, when the civil engineering split-type building earthquake-resistant structure is in use, first, the vertical track 106 is distributed inside the square shell 101, the sliding block 108 is slidably installed in the vertical track 106 in cooperation with the docking block 109, and the damping buffer rod 110 and the elastic member 111 are used to provide buffer support at both ends of the sliding block 108, providing an effective vertical buffering and shock-absorbing effect, the horizontal shock-absorbing sleeve 201 is connected to the docking block 109, which is beneficial to provide a vertical buffering and shock-absorbing effect for the building body, and a plurality of damping telescopic rods 203 are distributed inside the horizontal shock-absorbing sleeve 201 and connected to the horizontal buffer block 204, which is beneficial to provide a lateral buffering and traction effect for the horizontal buffer block 204, and the docking sleeve 205 is installed on the horizontal buffer block 204, which is convenient for providing a connection to the building body, and is beneficial to providing a horizontal buffering and shock-absorbing effect, so as to effectively improve the multi-faceted buffering effect through multi-directional buffering, ensure the earthquake-resistant effect, effectively reduce the damage of the vertical seismic force to the building structure through vertical buffering, and avoid the problems of structural component damage and floor collapse caused by vertical vibration. It can greatly improve the stability of buildings under vertical earthquakes and ensure the safety of personnel and property. At the same time, the existence of vertical buffer components enhances the collaborative working ability between the foundation and the building split units, making the entire structure more uniform when subjected to vertical force, and extending the service life of the building. Through horizontal buffering, the relative displacement and dislocation between split units caused by horizontal earthquake forces are significantly reduced, preventing the connection parts from being damaged by excessive horizontal forces. Working in conjunction with the original energy dissipation device, it further improves the horizontal earthquake energy dissipation mechanism and enhances the overall lateral force resistance of the building.In the case of frequent earthquakes, the vibration response of the structure can be effectively reduced, and the comfort of the people inside the building can be improved; in the case of rare earthquakes, serious damage or even collapse of the building structure can be avoided, and the earthquake resistance of the building can be improved. By distributing the reinforcement frame 102 and the side support plate 103 on the outer wall of the square shell 101, it is beneficial to improve the external support strength of the square shell 101, thereby ensuring the stability of use. The fixed base 104 is arranged at the bottom to provide the function of installation support, thereby ensuring the stability of the overall support. At the same time, it is fastened and installed with the installation holes and bolts, which is beneficial to ensure stability. The rubber pad 105 is arranged on the inner bottom of the square shell 101. That is, it is the lower position of the horizontal shock-absorbing sleeve 201, which is beneficial to provide a buffering and anti-collision effect at the bottom during vertical buffering and shock absorption, avoiding structural damage caused by excessive impact. The sliding groove 107 facilitates the provision of sliding guide space during the sliding adjustment of the docking block 109, which is beneficial to ensure the guiding effect of vertical lifting. The top cover 112 is set on the top of the square shell 101, which can provide a sealing function, and at the same time cooperate with the limit member 113 to provide a positioning installation function during installation, which is beneficial to ensure stable installation. The sealing sleeve 114 is set to provide a certain sealing effect, which is beneficial to improve the sealing effect and reduce the entry of dust and impurities into the interior.

[0030] The reinforcing rib ring 202 is arranged on the outside of the horizontal shock-absorbing sleeve 201, which is beneficial to increase the strength of the horizontal shock-absorbing sleeve 201 and ensure the stability during buffering and earthquake resistance. The through groove is convenient for providing a through installation space for the docking sleeve 205, and it is also convenient to provide space for activities. The anti-slip strip 206 is distributed inside the docking sleeve 205, which is beneficial for increasing friction during connection, thereby improving the stability after installation. The limiting ring is convenient for cooperating with the locking mechanism 3 to provide a quick installation limit. After being locked and installed by the locking mechanism 3, it is further installed and reinforced by fasteners, which is beneficial for locking through the locking mechanism The auxiliary locking of 3 improves the convenience of installation. A sliding member 302 is provided at the bottom of the locking ring 301 and is slidably mounted on the inner side of the guide block 303, and cooperates with the electric telescopic rod 304 to provide a side push effect, so that the position of the locking ring 301 can be adjusted through the telescopic effect of the electric telescopic rod 304, which is conducive to clamping and locking the equipment, thereby achieving a quick installation effect, and effectively improving the use effect. The guide slot 305 is conducive to providing a sliding adjustment space for the sliding member 302, and at the same time is conducive to providing an auxiliary guiding effect, thereby ensuring stability during use.

[0031] Although the present invention has been described in detail with reference to the aforementioned embodiments, it is still possible for those skilled in the art to modify the technical solutions described in the aforementioned embodiments, or to make equivalent substitutions for some of the technical features therein. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the protection scope of the present invention.

Claims

1. A civil engineering split-type building earthquake-resistant structure, characterized in that: The invention comprises a vertical anti-seismic mechanism (1) and a horizontal anti-seismic mechanism (2), wherein the horizontal anti-seismic mechanism (2) is arranged inside the vertical anti-seismic mechanism (1), and the vertical anti-seismic mechanism (1) comprises a square housing (101), a vertical track (106), a sliding block (108), a damping buffer rod (110) and an elastic member (111), wherein the vertical track (106) is distributed on four sides of the inner wall of the square housing (101), the sliding block (108) is vertically slidably mounted inside the vertical track (106), the damping buffer rod (110) is symmetrically mounted at two ends inside the vertical track (106), and the elastic member (111) is wound around the outside of the damping buffer rod (110); The horizontal anti-seismic mechanism (2) comprises a horizontal shock absorbing sleeve (201), a damping telescopic rod (203), a horizontal buffer block (204) and a docking sleeve (205); the damping telescopic rod (203) is movably distributed on the inner wall of the horizontal shock absorbing sleeve (201); one end of the damping telescopic rod (203) is evenly distributed on a circle of the outer wall of the horizontal buffer block (204); and the docking sleeve (205) is arranged on the top of the horizontal buffer block (204).

2. The civil engineering split-type building earthquake-resistant structure according to claim 1, characterized in that: It also comprises a locking mechanism (3), the locking mechanism (3) comprising a locking ring (301), a sliding member (302) being arranged at the bottom of the locking ring (301), and an electric telescopic rod (304) being connected to the side of the sliding member (302).

3. The civil engineering split-type building earthquake-resistant structure according to claim 2, characterized in that: A guide block (303) is provided on the outer side of the sliding member (302), and one end of the guide block (303) is connected to the electric telescopic rod (304).

4. The civil engineering split-type building earthquake-resistant structure according to claim 3 is characterized in that: A guide slot (305) is formed through the top of the guide block (303), and the sliding member (302) is slidably connected to the inner side of the guide slot (305).

5. The civil engineering split-type building earthquake-resistant structure according to claim 1, characterized in that: The outer wall of the square shell (101) is provided with two reinforcement frames (102), and a plurality of side support plates (103) are evenly distributed around the outer wall of the square shell (101), and the side support plates (103) are staggeredly connected to the reinforcement frames (102).

6. The civil engineering split-type building earthquake-resistant structure according to claim 5, characterized in that: A fixed base (104) is provided at the bottom of the square shell (101), a mounting hole is provided on the fixed base (104), and a rubber pad (105) is provided at the inner bottom of the square shell (101).

7. The civil engineering split-type building earthquake-resistant structure according to claim 6, characterized in that: A sliding slot (107) is provided through one side of the vertical track (106), a docking block (109) is fixedly mounted on one side of the sliding block (108), and the docking block (109) is slidably connected to the inner side of the sliding slot (107).

8. The civil engineering split-type building earthquake-resistant structure according to claim 7, characterized in that: A top cover (112) is provided on the top of the square housing (101), and limiting members (113) are fixed at the four bottom corners of the top cover (112). A sealing sleeve (114) is provided in the middle of the top cover (112), and the limiting members (113) are snap-fitted and connected to the four inner corners of the square housing (101).

9. The civil engineering split-type building earthquake-resistant structure according to claim 1, characterized in that: A reinforcing rib ring (202) is provided on the outer side of the horizontal shock absorbing sleeve (201), and a through groove is provided on the top of the horizontal shock absorbing sleeve (201).

10. The civil engineering split-type building earthquake-resistant structure according to claim 9, characterized in that: A plurality of anti-slip strips (206) are evenly distributed on the inner wall of the butt joint sleeve (205), and a limiting ring is arranged on the top of the butt joint sleeve (205).

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