CN210459617U - Civil engineering building earthquake-resistant structure - Google Patents
Civil engineering building earthquake-resistant structure Download PDFInfo
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- CN210459617U CN210459617U CN201921154124.XU CN201921154124U CN210459617U CN 210459617 U CN210459617 U CN 210459617U CN 201921154124 U CN201921154124 U CN 201921154124U CN 210459617 U CN210459617 U CN 210459617U
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Abstract
The utility model discloses a civil engineering building antidetonation structure belongs to the civil engineering field, self-destruction bearing structure, a plurality of including concrete foundation ditch, bottom plate, side guard plate, bottom spring, loading board, carriage, horizontal spring, earthquake stress, bottom spring equipartition is installed on the bottom plate upper surface, the loading board slides to inlay to adorn and installs in the side guard plate and its lower surface and bottom spring coupling, the carriage slides and places in loading board upper surface middle part, and is a plurality of horizontal spring equipartition is installed around the carriage and is connected with the side guard plate, earthquake stress self-destroys bearing structure and locates between side guard plate, the carriage and between bottom plate, the loading board. The utility model discloses a transverse wave and longitudinal wave that bottom spring and transverse spring produced the earthquake carry out the shock attenuation, utilize earthquake stress self-destruction bad structure to support the building at ordinary times and keep the building firm, and the oneself destroys the absorption part seismic energy during the earthquake, and then plays the antidetonation effect.
Description
Technical Field
The utility model relates to a civil engineering field, especially a civil engineering building earthquake-resistant structure.
Background
The civil engineering building needs to consider the antidetonation when building, and current antidetonation structure antidetonation effect is relatively poor, is difficult to keep the stability at ordinary times of building when antidetonation, and the structure is comparatively complicated, and the production construction cost is high, therefore needs a civil engineering building antidetonation structure who solves above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the anti-seismic problem of building, a civil engineering building anti-seismic structure has been designed.
The technical scheme of the utility model be, a civil engineering building antidetonation structure, including concrete foundation ditch, bottom plate, side guard plate, bottom spring, loading board, carriage, horizontal spring, earthquake stress self-destruction bearing structure, the bottom plate is installed in concrete foundation ditch bottom, the side guard plate is installed on the concrete foundation ditch inside wall, and is a plurality of bottom spring equipartition is installed on the bottom plate upper surface, the loading board slides to inlay to adorn installs in the side guard plate and its lower surface and bottom spring coupling, the carriage slides and places in loading board upper surface middle part, and is a plurality of horizontal spring equipartition is installed around the carriage and is connected with the side guard plate, earthquake stress self-destruction bearing structure locates between side guard plate, the carriage and between bottom plate, the loading board.
Preferably, the earthquake stress self-destruction support structure comprises a bottom placing groove, bottom bearing blocks and upper bearing blocks, wherein the bottom placing groove is arranged on the upper surface of the bottom plate and located between every two rows of bottom springs, the bottom bearing blocks are embedded and installed in the bottom placing groove, the upper ends of the bottom bearing blocks are abutted to the lower surfaces of the bearing plates, and the upper bearing blocks are embedded and installed between the sliding frame and the side guard plate around the sliding frame and located below the transverse springs.
Preferably, the bottom bearing block and the upper bearing block are of a concrete hollow triangle structure.
Preferably, the bottom plate and the side guard plate are provided with connecting ribs, and the connecting ribs are respectively arranged on the lower surface of the bottom plate and the outer surface of the side guard plate and are welded and connected with reinforcing steel bars in concrete of the concrete foundation pit.
Preferably, the bottom plate, the side guard plate and the bearing plate are all steel structures.
Advantageous effects
The utility model provides a civil engineering building antidetonation structure possesses following beneficial effect, through carrying out the shock attenuation to the transverse wave and the longitudinal wave that the earthquake produced through bottom spring and transverse spring, utilize earthquake stress self-destruction bad structure to support the building at ordinary times and keep the building firm, the self-destruction absorbs partial seismic energy during the earthquake, and then play the antidetonation effect, self-destruction bad structure adopts the concrete as the material, construction cost is low, the production construction cost of having practiced thrift this structure, this structural structure is simple, therefore, the practicality is strong.
Drawings
Fig. 1 is a schematic structural view of the civil engineering construction earthquake-resistant structure of the utility model;
fig. 2 is a schematic top view of the earthquake-resistant structure of the civil engineering construction of the present invention;
fig. 3 is a schematic cross-sectional view of the line a-a of fig. 1 according to the present invention.
In the figure, 1, a concrete foundation pit; 2. a base plate; 3. a side guard plate; 4. a bottom spring; 5. a carrier plate; 6. a carriage; 7. a lateral spring; 8. a bottom placement groove; 9. a bottom bearing block; 10. an upper bearing block; 11. and connecting ribs.
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 civil engineering building antidetonation structure, includes concrete foundation ditch 1, bottom plate 2, side guard plate 3, bottom spring 4, loading board 5, carriage 6, horizontal spring 7, earthquake stress self-destruction bearing structure, bottom plate 2 is installed in concrete foundation ditch 1 bottom, side guard plate 3 is installed on 1 inside wall of concrete foundation ditch, and is a plurality of bottom spring 4 equipartition is installed on 2 upper surfaces of bottom plate, loading board 5 slides to inlay to adorn installs in side guard plate 3 and its lower surface is connected with bottom spring 4, carriage 6 slides and places in 5 upper surface middle parts of loading board, and is a plurality of horizontal spring 7 equipartition is installed around carriage 6 and is connected with side guard plate 3, earthquake stress self-destruction bearing structure locates between side guard plate 3, the carriage 6 and between bottom plate 2, the loading board 5. Earthquake stress self-destruction supporting structure includes bottom standing groove 8, bottom carrier block 9, upper portion carrier block 10, many bottom standing groove 8 is installed on 2 upper surfaces of bottom plate and is located between every row of bottom spring 4, and is a plurality of bottom carrier block 9 inlays the dress and installs in bottom standing groove 8 and its upper end offsets with bearing board 5 lower surface, upper portion carrier block 10 encircles carriage 6 and inlays the dress and install between carriage 6 and side guard plate 3 and be located horizontal spring 7 below. The bottom bearing block and the upper bearing block 10 are of a concrete hollow triangular structure. The bottom plate 2 and the side guard plate 3 are provided with connecting ribs 11, and the connecting ribs 11 are respectively installed on the lower surface of the bottom plate 2 and the outer surface of the side guard plate 3 and are connected with the concrete foundation pit 1 in a concrete-reinforced welding mode. The bottom plate 2, the side guard plate 3 and the bearing plate 5 are all of steel structures.
In this embodiment:
example (b):
firstly, the structure is built according to the technical scheme;
the building body is built on the sliding frame 6 of the structure, when no earthquake occurs, the building body presses the sliding frame 6 downwards by gravity to extrude the bearing plate 5, the bearing plate 5 is supported by the bottom bearing block 9 and the bottom spring 4 below the bearing plate, and the pressure is transmitted to the bottom plate 2 and further transmitted into the concrete foundation pit 1;
the sliding frame 6 is clamped by the bottom bearing block 9 and the upper bearing block 10, so that the stability of the sliding frame 6 at ordinary times is ensured, and people in the building body feel comfortable due to the stability of the building;
the connecting ribs 11 are connected with the reinforcing steel bars in the concrete foundation pit 1, so that the installation stability of the bottom plate 2 and the side guard plate 3 is ensured;
when an earthquake occurs, longitudinal vibration caused by earthquake longitudinal waves drives the concrete foundation pit 1, the bottom plate 2 and the side guard plate 3 to vibrate, strong vibration extrudes and crushes the bottom bearing block 9, and the bottom spring 4 slows down the vibration and then transmits the vibration to the bearing plate 5 and further to the building body on the sliding frame 6;
the transverse wave of the earthquake drives the concrete foundation pit 1, the bottom plate 2 and the side guard plate 3 to vibrate transversely, the pressure generated by vibration crushes the upper bearing block 10, and then the transverse spring 7 slows down the vibration and transmits the vibration to the building on the sliding frame 6;
the structure realizes the slowing of transverse waves and longitudinal waves of the earthquake through the processes, and the crushing process of the bottom bearing block 9 and the upper bearing block 10 absorbs part of earthquake vibration energy, so that the earthquake-proof effect of the structure is enhanced.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation. The use of the phrase "comprising one of the elements does not exclude the presence of other like elements in the process, method, article, or apparatus that comprises the element. 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 (5)
1. The utility model provides a civil engineering building antidetonation structure, includes concrete foundation ditch (1), bottom plate (2), side guard plate (3), bottom spring (4), loading board (5), carriage (6), horizontal spring (7), earthquake stress self-destruction bearing structure, install in concrete foundation ditch (1) bottom plate (2), install on concrete foundation ditch (1) inside wall side guard plate (3), its characterized in that, a plurality of bottom spring (4) equipartition is installed on bottom plate (2) upper surface, loading board (5) slip inlays the dress and installs in side guard plate (3) and its lower surface is connected with bottom spring (4), carriage (6) slip is placed in loading board (5) upper surface middle part, and is a plurality of horizontal spring (7) equipartition is installed around carriage (6) and is connected with side guard plate (3), earthquake stress self-destruction bearing structure locates side guard plate (3), The sliding frames (6) and the bottom plate (2) and the bearing plate (5).
2. Civil engineering building anti-seismic structure according to claim 1, characterized in that the earthquake stress self-destruction support structure comprises bottom standing grooves (8), bottom bearing blocks (9), upper bearing blocks (10), a plurality of bottom standing grooves (8) are installed on the upper surface of the bottom plate (2) and between each row of bottom springs (4), a plurality of bottom bearing blocks (9) are embedded and installed in the bottom standing grooves (8) and the upper ends thereof are abutted against the lower surface of the bearing plate (5), and the upper bearing blocks (10) are embedded and installed between the sliding frame (6) and the side guard plate (3) and below the transverse springs (7) around the sliding frame (6).
3. Civil engineering construction earthquake-resistant structure according to claim 2, characterised in that the bottom bearing block and the upper bearing block (10) are hollow triangular structures made of concrete.
4. Civil engineering construction earthquake-resistant structure according to claim 1, characterized in that the bottom plate (2) and the side guard plates (3) are provided with connecting ribs (11), and a plurality of the connecting ribs (11) are respectively arranged on the lower surface of the bottom plate (2) and the outer surfaces of the side guard plates (3) and are welded with the steel bars in the concrete of the concrete foundation pit (1).
5. Civil engineering construction earthquake-resistant structure according to claim 1, characterized in that the bottom plate (2), the side guard plates (3) and the bearing plate (5) are all of steel construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921154124.XU CN210459617U (en) | 2019-07-22 | 2019-07-22 | Civil engineering building earthquake-resistant structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921154124.XU CN210459617U (en) | 2019-07-22 | 2019-07-22 | Civil engineering building earthquake-resistant structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210459617U true CN210459617U (en) | 2020-05-05 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921154124.XU Expired - Fee Related CN210459617U (en) | 2019-07-22 | 2019-07-22 | Civil engineering building earthquake-resistant structure |
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| Country | Link |
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| CN (1) | CN210459617U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112854243A (en) * | 2021-01-19 | 2021-05-28 | 河南城建学院 | Inclined plane earthquake-resistant and disaster-avoiding support structure and earthquake-resistant and disaster-avoiding method thereof |
| CN113529999A (en) * | 2021-07-22 | 2021-10-22 | 承德石油高等专科学校 | Anti-seismic connecting structure of building |
| CN114775824A (en) * | 2022-05-13 | 2022-07-22 | 中国建筑第二工程局有限公司 | Anti-seismic structure for constructional engineering and construction method thereof |
-
2019
- 2019-07-22 CN CN201921154124.XU patent/CN210459617U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112854243A (en) * | 2021-01-19 | 2021-05-28 | 河南城建学院 | Inclined plane earthquake-resistant and disaster-avoiding support structure and earthquake-resistant and disaster-avoiding method thereof |
| CN113529999A (en) * | 2021-07-22 | 2021-10-22 | 承德石油高等专科学校 | Anti-seismic connecting structure of building |
| CN113529999B (en) * | 2021-07-22 | 2022-04-26 | 承德石油高等专科学校 | Anti-seismic connecting structure of building |
| CN114775824A (en) * | 2022-05-13 | 2022-07-22 | 中国建筑第二工程局有限公司 | Anti-seismic structure for constructional engineering and construction method thereof |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200505 Termination date: 20210722 |
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| CF01 | Termination of patent right due to non-payment of annual fee |