CN213741249U - Split type building earthquake-resistant structure of civil engineering - Google Patents
Split type building earthquake-resistant structure of civil engineering Download PDFInfo
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- CN213741249U CN213741249U CN202022125989.2U CN202022125989U CN213741249U CN 213741249 U CN213741249 U CN 213741249U CN 202022125989 U CN202022125989 U CN 202022125989U CN 213741249 U CN213741249 U CN 213741249U
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- fixed mounting
- foundation
- foundation ditch
- elastic component
- shock attenuation
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- 230000035939 shock Effects 0.000 claims abstract description 30
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 17
- 239000010959 steel Substances 0.000 claims abstract description 17
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 8
- 239000000758 substrate Substances 0.000 claims description 11
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 230000003139 buffering effect Effects 0.000 claims description 5
- 238000013016 damping Methods 0.000 claims description 5
- 230000000694 effects Effects 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 101150054854 POU1F1 gene Proteins 0.000 description 3
- 238000005728 strengthening Methods 0.000 description 3
- 238000013439 planning Methods 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses a split type building earthquake-resistant structure of civil engineering, including the foundation ditch, the equal fixed mounting in inside both sides of foundation ditch has spacing casing, the inside fixed mounting of foundation ditch has the steel sheet, the top fixed mounting of steel sheet has the blotter, the top fixed mounting of blotter has the connecting piece, the inside fixed mounting of connecting piece has the stock, the top fixed mounting of connecting piece has reinforced concrete district, the fixed slot has been seted up to the inside of foundation ditch, the inside fixed mounting of fixed slot has the foundation column, the equal fixed mounting in top both sides of foundation ditch has horizontal external member, the inside fixed mounting of horizontal external member has horizontal shock attenuation elastic component. Through being provided with horizontal external member and setting up relevant horizontal shock attenuation elastic component and vertical shock attenuation elastic component in its inside in one side of foundation column to when it takes place vibrations, can drive corresponding connecting rod and move to one side, thereby carry out the shock attenuation through the shock attenuation elastic component that corresponds, thereby keep the holistic stability of foundation column.
Description
Technical Field
The utility model belongs to the technical field of civil engineering, concretely relates to split type building earthquake-resistant structure of civil engineering.
Background
Civil engineering is the planning, construction and maintenance of all basic construction related to culture, soil and water, and refers to engineering entities, besides house buildings, for surveying, planning, designing, constructing and completing various technical works such as new construction, reconstruction or extension of buildings of various projects and related supporting facilities, and also refers to objects of engineering construction, namely various engineering facilities which are constructed on the ground or underground, on the land or in water and directly or indirectly serve human life, production, military affairs and scientific research.
When a building vibrates, the vertical surface of the building vibrates, the horizontal surface of the building also tends to swing and deviate, the anti-seismic measures for the building only tend to perform anti-seismic measures on the whole structure of the building, and the horizontal structure and the foundation structure of the building do not have related anti-seismic measures, so that the whole anti-seismic effect is greatly influenced.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a split type building earthquake-resistant structure of civil engineering to propose current building earthquake-resistant structure in the use in solving above-mentioned background art, owing to do not have the antidetonation measure who carries out horizontal structure and foundation structure to relevant building, thereby influence the problem of holistic antidetonation effect.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a split type building earthquake-resistant structure of civil engineering, includes the foundation ditch, the equal fixed mounting in inside both sides of foundation ditch has spacing casing, the inside fixed mounting of foundation ditch has the steel sheet, the top fixed mounting of steel sheet has the blotter, the top fixed mounting of blotter has the connecting piece, the inside fixed mounting of connecting piece has the stock, the top fixed mounting of connecting piece has reinforced concrete district, the fixed slot has been seted up to the inside of foundation ditch, the inside fixed mounting of fixed slot has the foundation column, and the equal fixed mounting in top both sides of foundation ditch has horizontal external member, the inside fixed mounting of horizontal external member has horizontal shock attenuation elastic component.
Preferably, the end fixed mounting of horizontal shock attenuation elastic component has fixed plate, one side fixed mounting of fixed plate has the connecting rod, the equal fixed mounting in both sides of connecting rod has vertical shock attenuation elastic component, the connecting rod runs through one side that horizontal external member extended to the foundation column.
Preferably, the specification size of the fixing groove is matched with the specification size of the base column.
Preferably, the top fixed mounting of foundation pillar has a connection base plate, connection base plate's top fixed mounting has the mounting, the top fixed mounting of mounting has the connecting plate, connection base plate's both ends fixed mounting has buffering elastic component.
Preferably, the bottom of the connecting plate is fixedly provided with a steel bar mesh, the bottom of the steel bar mesh is fixedly provided with a protection pad, and the bottom of the protection pad is fixedly provided with a base plate.
Preferably, the specification size of the protection pad is matched with the specification size of the reinforcing mesh.
Compared with the prior art, the beneficial effects of the utility model are that:
1. be provided with horizontal external member and set up relevant horizontal shock attenuation elastic component and vertical shock attenuation elastic component inside it through one side at the foundation column, thereby when it takes place vibrations, can drive corresponding connecting rod and remove to one side, thereby shock attenuation elastic component through corresponding, thereby keep the holistic stability of foundation column, to the bottom fixed mounting's of foundation column inside set up relevant steel sheet, the blotter, connecting piece and reinforced concrete district, make the foundation pit fixed more firm to the installation of foundation column on the one hand, on the other hand is through strengthening foundation column monolithic connection's stability, thereby improve holistic shock resistance.
2. Through setting up relevant antidetonation component, stable structure and strengthening the joint strength of relevant structure, make the connection of relevant building more stable and firm on the one hand, on the other hand has also improved holistic antidetonation effect to improved the holistic protection effect of relevant building, to the holistic and structural connection department's of additional strengthening shock resistance simultaneously, thereby can improve holistic antidetonation effect.
Drawings
FIG. 1 is a schematic view of the present invention in a partial cross-sectional structure;
FIG. 2 is a schematic view of the sectional structure of the foundation pit of the present invention;
fig. 3 is a schematic view of the connection plate exploded structure of the present invention.
In the figure: 1. a foundation pit; 2. a limiting shell; 3. a steel plate; 4. a cushion pad; 5. a connecting member; 6. an anchor rod; 7. a reinforced concrete zone; 8. fixing grooves; 9. a lateral sleeve member; 10. a transverse shock absorbing elastic member; 11. fixing a plate; 12. a longitudinal shock absorbing elastic member; 13. a connecting rod; 14. a base pillar; 15. connecting the substrates; 16. a buffer elastic member; 17. a fixing member; 18. a connecting plate; 19. a reinforcing mesh; 20. a protection pad; 21. a substrate member.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-3, the present invention provides a technical solution: the utility model provides a split type building earthquake-resistant structure of civil engineering, including foundation ditch 1, the equal fixed mounting in inside both sides of foundation ditch 1 has spacing casing 2, the inside fixed mounting of foundation ditch 1 has steel sheet 3, the top fixed mounting of steel sheet 3 has blotter 4, the top fixed mounting of blotter 4 has connecting piece 5, the inside fixed mounting of connecting piece 5 has stock 6, the top fixed mounting of connecting piece 5 has reinforced concrete district 7, fixed slot 8 has been seted up to foundation ditch 1's inside, the inside fixed mounting of fixed slot 8 has foundation column 14, the equal fixed mounting in top both sides of foundation ditch 1 has horizontal external member 9, the inside fixed mounting of horizontal external member 9 has horizontal shock attenuation elastic member.
In this embodiment, there is spacing casing 2 through the equal fixed mounting in inside both sides of foundation ditch 1, be convenient for improve the compactness that inside relevant component is connected, inside fixed mounting to foundation ditch 1 has steel sheet 3, be convenient for improve the stability of bottom, top fixed mounting to steel sheet 3 has blotter 4, be convenient for improve holistic shock resistance, top fixed mounting to blotter 4 has connecting piece 5 and is convenient for install stock 6, fixed slot 8 has been seted up to the inside of connecting piece 5's top fixed mounting reinforced concrete district 7 and foundation ditch 1, make the installation of foundation pillar 14 more stable, also make the bottom of foundation pillar 14 have certain shock resistance simultaneously, have horizontal external member 9 to the equal fixed mounting in top both sides of foundation ditch 1, and its inside relevant shock attenuation elastic component 10 that sets up, be convenient for improve the holistic stability of foundation pillar 14.
Specifically, the end of the transverse damping elastic part 10 is fixedly provided with a fixed plate 11, one side of the fixed plate 11 is fixedly provided with a connecting rod 13, two sides of the connecting rod 13 are fixedly provided with longitudinal damping elastic parts 12, and the connecting rod 13 penetrates through the transverse sleeve 9 and extends to one side of the foundation column 14.
In this embodiment, there is fixed plate 11 through the end fixed mounting of horizontal shock attenuation elastic component 10, is convenient for install relevant components such as connecting rod 13, to the equal fixed mounting in both sides of connecting rod 13 has vertical shock attenuation elastic component 12, is convenient for improve whole fore-and-aft shock resistance, runs through one side that horizontal external member 9 extended to foundation column 14 to connecting rod 13, is convenient for improve the holistic shock resistance of foundation column 14.
Specifically, the specification and the size of the fixing groove 8 are matched with those of the base column 14.
In this embodiment, the specification and the size of the fixing groove 8 are matched with those of the foundation column 14, so that the whole installation and connection are more convenient.
Specifically, a connecting substrate 15 is fixedly mounted on the top of the base pillar 14, a fixing member 17 is fixedly mounted on the top of the connecting substrate 15, a connecting plate 18 is fixedly mounted on the top of the fixing member 17, and buffering elastic members 16 are fixedly mounted at two ends of the connecting substrate 15.
In this embodiment, there is connecting substrate 15 through the top fixed mounting of foundation column 14, is convenient for connect all the other relevant structures, to connecting substrate 15's top fixed mounting have mounting 17, is convenient for install connecting plate 18, to connecting substrate 15's both ends fixed mounting have buffering elastic component 16, is convenient for improve the holistic shock resistance to connecting plate 18.
Specifically, a steel bar mesh 19 is fixedly installed at the bottom of the connecting plate 18, a protective mat 20 is fixedly installed at the bottom of the steel bar mesh 19, and a base plate member 21 is fixedly installed at the bottom of the protective mat 20.
In this embodiment, the reinforcing mesh 19 is fixedly installed at the bottom of the connecting plate 18, so as to enhance the overall strength of the connecting plate 18, the protection pad 20 is fixedly installed at the bottom of the reinforcing mesh 19, so as to improve the overall protection measure, and the base plate member 21 is fixedly installed at the bottom of the protection pad 20, so that the overall connection is more compact.
Specifically, the size of the protection mat 20 is matched with the size of the reinforcing mesh 19.
In this embodiment, the specification of the protection mat 20 is matched with the specification of the reinforcing mesh 19, so that the whole installation operation is more convenient, and the whole strength of the connecting plate 18 is improved.
The utility model discloses a theory of operation and use flow: when in use, the foundation column 14 is fixedly arranged in the fixing groove 8 of the foundation pit 1, and the relevant steel plate 3, the buffer cushion 4, the connecting piece 5 and the reinforced concrete area 7 are arranged in the foundation pit 1, so that on one hand, the foundation pit 1 is more firmly arranged and fixed on the foundation column 14, on the other hand, the integral shock resistance is improved by enhancing the integral connection stability, and the integral safety is improved, the transverse sleeve 9 at the top of the foundation column 14, and the transverse damping elastic piece 10 and the longitudinal damping elastic piece 12 in the transverse sleeve are connected with the connecting rod 13, so that the integral stability of the foundation column 14 is further improved, the integral shock resistance of the foundation column 14 is improved, the connecting base plate 15 fixedly arranged on the top of the base pillar 14 and the buffering elastic pieces 16 fixedly arranged on the two sides of the base pillar improve the convenience and stability of the integral connecting and mounting of the related connecting plate 18.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a split type building earthquake-resistant structure of civil engineering, includes foundation ditch (1), its characterized in that: the utility model discloses a foundation ditch, including foundation ditch (1), the inside fixed mounting in inside both sides of foundation ditch (1) has spacing casing (2), the inside fixed mounting of foundation ditch (1) has steel sheet (3), the top fixed mounting of steel sheet (3) has blotter (4), the top fixed mounting of blotter (4) has connecting piece (5), the inside fixed mounting of connecting piece (5) has stock (6), the top fixed mounting of connecting piece (5) has reinforced concrete district (7), fixed slot (8) have been seted up to the inside of foundation ditch (1), the inside fixed mounting of fixed slot (8) has foundation column (14), and the equal fixed mounting in top both sides of foundation ditch (1) has horizontal external member (9), the inside fixed mounting of horizontal external member (9) has horizontal shock attenuation elastic component (10).
2. The split type building earthquake-resistant structure of civil engineering according to claim 1, wherein: the utility model discloses a damping device, including horizontal shock attenuation elastic component (10), the tip fixed mounting of horizontal shock attenuation elastic component (10) has fixed plate (11), one side fixed mounting of fixed plate (11) has connecting rod (13), the equal fixed mounting in both sides of connecting rod (13) has vertical shock attenuation elastic component (12), connecting rod (13) run through one side that horizontal external member (9) extended to foundation column (14).
3. The split type building earthquake-resistant structure of civil engineering according to claim 1, wherein: the specification and the size of the fixing groove (8) are matched with those of the foundation column (14).
4. The split type building earthquake-resistant structure of civil engineering according to claim 1, wherein: the top fixed mounting of foundation pillar (14) has connecting substrate (15), the top fixed mounting of connecting substrate (15) has mounting (17), the top fixed mounting of mounting (17) has connecting plate (18), the both ends fixed mounting of connecting substrate (15) has buffering elastic component (16).
5. The split type building earthquake-resistant structure of civil engineering according to claim 4, wherein: the bottom of connecting plate (18) fixed mounting has reinforcing bar net (19), the bottom fixed mounting of reinforcing bar net (19) has protection pad (20), the bottom fixed mounting of protection pad (20) has base plate spare (21).
6. The split type building earthquake-resistant structure of civil engineering according to claim 5, wherein: the specification and the size of the protection pad (20) are matched with those of the reinforcing mesh (19).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202022125989.2U CN213741249U (en) | 2020-09-23 | 2020-09-23 | Split type building earthquake-resistant structure of civil engineering |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202022125989.2U CN213741249U (en) | 2020-09-23 | 2020-09-23 | Split type building earthquake-resistant structure of civil engineering |
Publications (1)
Publication Number | Publication Date |
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CN213741249U true CN213741249U (en) | 2021-07-20 |
Family
ID=76845988
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202022125989.2U Expired - Fee Related CN213741249U (en) | 2020-09-23 | 2020-09-23 | Split type building earthquake-resistant structure of civil engineering |
Country Status (1)
Country | Link |
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CN (1) | CN213741249U (en) |
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2020
- 2020-09-23 CN CN202022125989.2U patent/CN213741249U/en not_active Expired - Fee Related
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CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210720 |