CN212376381U - Civil engineering antidetonation effectual room is built frame construction - Google Patents
Civil engineering antidetonation effectual room is built frame construction Download PDFInfo
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- CN212376381U CN212376381U CN202020878306.8U CN202020878306U CN212376381U CN 212376381 U CN212376381 U CN 212376381U CN 202020878306 U CN202020878306 U CN 202020878306U CN 212376381 U CN212376381 U CN 212376381U
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- 238000010276 construction Methods 0.000 title claims abstract description 6
- 238000013016 damping Methods 0.000 claims abstract description 42
- 230000035939 shock Effects 0.000 claims description 24
- 238000010521 absorption reaction Methods 0.000 claims description 13
- 230000000694 effects Effects 0.000 claims description 11
- 239000004570 mortar (masonry) Substances 0.000 claims description 11
- 230000001681 protective effect Effects 0.000 claims description 4
- 238000010030 laminating Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 238000005299 abrasion Methods 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000006071 cream Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The utility model discloses a civil engineering anti-seismic frame construction in good house, which comprises a house frame, wherein the bottom of the house frame is fixedly connected with a buffer layer, the bottom of the buffer layer is fixedly connected with a bottom plate, the bottom plate is movably connected in a top groove of a house foundation, a damping box is uniformly arranged between the side wall of the bottom plate and the house foundation, a base is fixedly connected on the bottom inner wall of the top groove of the house foundation, the top of the base is uniformly connected with a damping box, and the top of the base is uniformly provided with a damping spring sleeved on the outer wall of the damping box, the top of the damping spring is connected on the outer wall of the bottom plate, the bottom of the bottom plate is uniformly provided with a fixed block, and through arranging a second friction pad, the damping spring can provide the support rod with resistance sliding on a guide rod, thereby gradually reducing the moving amplitude of the support rod, so that the vibration in the horizontal direction can be reduced.
Description
Technical Field
The utility model relates to a civil engineering technical field specifically is a frame construction is built in effectual room of civil engineering antidetonation.
Background
Civil engineering is a general name of scientific technology for building various land engineering facilities, various building houses can be seen frequently in life, the traditional building house has poor shock absorption capacity and cannot absorb shock effectively, once an earthquake occurs, the building house is easy to collapse, the life and property safety of people is affected, and therefore the building frame structure with good civil engineering anti-seismic effect is provided.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a civil engineering antidetonation is effectual builds frame construction in room to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: a building frame structure with good civil engineering anti-seismic effect comprises a building frame, wherein the bottom of the building frame is fixedly connected with a buffer layer, the bottom of the buffer layer is fixedly connected with a bottom plate, the bottom plate is movably connected in a groove at the top of a house foundation, a shock absorption box is uniformly arranged between the side wall of the bottom plate and the house foundation, a base is fixedly connected on the inner wall at the bottom of the groove at the top of the house foundation, the top of the base is uniformly connected with a shock absorption box, a shock absorption spring sleeved on the outer wall of the shock absorption box is uniformly arranged at the top of the base, the top of the shock absorption spring is connected on the outer wall of the bottom plate, a fixed block is uniformly arranged at the bottom of the bottom plate, the bottom of the fixed block penetrates through the shock absorption box and extends to the interior of the shock absorption box, a movable plate is uniformly attached, the utility model discloses a damping box, including shock attenuation box, fly leaf, backup pad, damping box, bracing piece, supporting plate, buffer spring, and the one end of buffer spring keeping away from the fixed block is all connected on the inner wall of shock attenuation box, the bottom fixedly connected with montant of fixed block, the bottom of montant runs through the below that the backup pad extends to the backup pad, and the bottom of montant is connected with the diaphragm, the bottom of diaphragm is connected with stress spring, stress spring's bottom is connected on the bottom inner wall of shock attenuation box, the damping box is glued in the below of backup pad and is equipped with annular first friction pad, and first friction pad is connected with the lateral wall laminating of diaphragm.
Preferably, the buffer layer is including setting up the waterproof layer in the room frame bottom of building, the bottom of waterproof layer is connected with the mortar layer, the mortar layer is laid on the outer wall of buffer layer, the buffer layer sets up on the outer wall on antidetonation layer, the antidetonation layer sets up on the outer wall of bottom plate.
Preferably, the shock attenuation case includes the box, the bracing piece has been run through to the right side middle-end of box, and the right-hand member and the bottom plate of bracing piece are connected, the bracing piece is T shape structure, the horizontal fixedly connected with guide bar of left side inner wall middle-end of box, the right-hand member activity of guide bar inserts on the outer wall of bracing piece, the left side middle-end of bracing piece glues and is equipped with annular second friction pad, and the inner wall and the guide bar laminating of second friction pad are connected, the answer spring of cup jointing on the guide bar outer wall is installed to the left side middle-end of bracing piece, supporting spring is all installed to the left side top and the bottom of bracing piece, and supporting spring's left end all connects on the outer wall of box.
Preferably, the fixed block is round table-shaped, and the cross-sectional area of the top of the fixed block is larger than that of the bottom of the fixed block.
Preferably, the thickness of the waterproof layer is two millimeters, and the thickness of the mortar layer is one centimeter.
Preferably, the bottom of the supporting plate is adhered with a protective pad, and the cross section area of the protective pad is the same as that of the transverse plate.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the damping boxes are uniformly arranged on the side wall of the bottom plate, so that the vibration of the building frame caused by transverse earthquake waves can be buffered, the bottom plate is vibrated in the horizontal direction, the supporting rod slides on the guide rod, the return spring and the supporting spring are compressed, the impact force of the vibration can be buffered, the second friction pad is arranged, the resistance sliding on the guide rod can be provided for the supporting rod, the moving amplitude of the supporting rod is gradually reduced, and the vibration in the horizontal direction can be reduced;
2. the damping box is arranged, longitudinal vibration caused by earthquake longitudinal waves is transmitted to the bottom plate, the damping spring is compressed through the bottom plate, the impact force of the longitudinal vibration can be buffered through the deformation of the damping spring, the fixed block moves downwards while the bottom plate moves downwards, so that the vertical rod drives the transverse plate to move downwards, the stress spring is compressed, the transverse plate slides on the first friction pad, sliding resistance is provided for the transverse plate through the first friction pad, the moving amplitude of the transverse plate is gradually reduced, the longitudinal vibration can be reduced, the fixed block moves downwards, and the movable plate compresses the damping spring, so that the damping box can buffer the longitudinal vibration and can buffer the transverse vibration;
3. through being provided with buffer layer and antidetonation layer, can further improve the antidetonation effect of frame is built in the room, guaranteed the stability of frame is built in the room effectively.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of a partial structure of the present invention;
FIG. 3 is a schematic view of the buffer layer structure of the present invention;
FIG. 4 is a schematic top view of the structure of the shock-absorbing box of the present invention;
fig. 5 is the internal structure schematic diagram of the damping box of the present invention.
In the figure: 1. building a frame; 2. a buffer layer; 21. a waterproof layer; 22. a mortar layer; 23. a shock-absorbing layer; 24. an anti-seismic layer; 3. a base plate; 4. a house foundation; 5. a damper box; 51. a box body; 52. a support bar; 53. a guide bar; 54. a second friction pad; 55. a return spring; 56. a support spring; 6. a base; 7. a shock-absorbing box; 8. a damping spring; 9. a fixed block; 10. a movable plate; 11. a support plate; 12. a buffer spring; 13. a vertical rod; 14. a transverse plate; 15. a stress spring; 16. a first friction pad.
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.
The utility model provides a technical scheme: a civil engineering anti-seismic frame structure for building is good, please refer to fig. 1 and 4, and comprises a frame 1 for building, wherein the bottom of the frame 1 for building is fixedly connected with a buffer layer 2, the bottom of the buffer layer 2 is fixedly connected with a bottom plate 3, the bottom plate 3 is movably connected in a groove at the top of a room foundation 4, a damping box 5 is uniformly arranged between the side wall of the bottom plate 3 and the room foundation 4, and the damping box 5 is used for damping vibration in the horizontal direction;
referring to fig. 1 and 3, a base 6 is fixedly connected to the inner wall of the bottom of a groove at the top of a house 4, a damping box 7 is uniformly connected to the top of the base 6, damping springs 8 sleeved on the outer wall of the damping box 7 are uniformly installed at the top of the base 6, the tops of the damping springs 8 are connected to the outer wall of a bottom plate 3, longitudinal vibration caused by longitudinal earthquake waves is transmitted to the bottom plate 3, the damping springs 8 are compressed by the bottom plate 3, the impact force of the longitudinal vibration can be buffered through the deformation of the damping springs 8, a fixed block 9 is uniformly installed at the bottom of the bottom plate 3, the bottom of the fixed block 9 penetrates through the damping box 7 and extends to the inside of the damping box 7, movable plates 10 are uniformly attached to the outer wall of the bottom of the fixed block 9, the bottoms of the movable plates 10 are all slidably connected to the outer wall of a, the supporting plate 11 is located below the fixed block 9, the buffer springs 12 are transversely and uniformly installed at one end, close to the inner wall of the shock absorption box 7, of the movable plate 10, one end, far away from the fixed block 9, of each buffer spring 12 is connected to the inner wall of the shock absorption box 7, the fixed block 9 moves downwards, the movable plate 10 slides on the supporting plate 11, and the buffer springs 12 are compressed, so that the shock absorption box 7 can buffer longitudinal shock and can also buffer transverse shock;
referring to fig. 3, a vertical rod 13 is fixedly connected to the bottom end of the fixed block 9, the bottom end of the vertical rod 13 extends below the supporting plate 11 through the supporting plate 11, a horizontal plate 14 is connected to the bottom end of the vertical rod 13, a stress spring 15 is connected to the bottom end of the horizontal plate 14, the bottom end of the stress spring 15 is connected to the inner wall of the bottom of the damping box 7, an annular first friction pad 16 is adhered to the lower side of the supporting plate 11 of the damping box 7, the first friction pad 16 is attached to the side wall of the horizontal plate 14, the first friction pad 16 is made of rubber material, the fixed block 9 moves downward to enable the vertical rod 13 to move downward, the horizontal plate 14 compresses the stress spring 15, the vertical vibration can be buffered through the deformation of the stress spring 15, the horizontal plate 14 slides on the first friction pad 16, resistance to the movement of the horizontal plate 14 is provided through the first friction pad 16, and the movement amplitude of the horizontal plate, so that the longitudinal vibration can be reduced.
Referring to fig. 2, the buffer layer 2 includes a waterproof layer 21 disposed at the bottom of the building frame 1, the waterproof layer 21 is lime cream emulsified asphalt waterproof paint, which plays a waterproof role, the bottom of the waterproof layer 21 is connected with a mortar layer 22, the mortar layer 22 is laid on the outer wall of the shock-absorbing layer 23, the shock-absorbing layer 23 is a shock-absorbing pad made of rubber, the shock-absorbing layer 23 is disposed on the outer wall of a shock-absorbing layer 24, the shock-absorbing layer 24 is a shock-absorbing resin layer, the shock-absorbing layer 24 is disposed on the outer wall of the bottom plate 3, and the shock-absorbing effect of the building frame 1 can be further improved through the shock-absorbing layer 23 and the shock-absorbing;
referring to fig. 5, the damper box 5 includes a box body 51, a support rod 52 penetrates through a right middle end of the box body 51, a right end of the support rod 52 is connected to the bottom plate 3, the support rod 52 is a T-shaped structure, a guide rod 53 is transversely and fixedly connected to a middle end of a left inner wall of the box body 51, a right end of the guide rod 53 is movably inserted into an outer wall of the support rod 52, an annular second friction pad 54 is adhered to the left middle end of the support rod 52, an inner wall of the second friction pad 54 is attached to the guide rod 53, the second friction pad 54 is made of a rubber material, a return spring 55 sleeved on the outer wall of the guide rod 53 is installed at the left middle end of the support rod 52, the return spring 55 is deformed by the support rod 52 moving on the guide rod 53, support springs 56 are installed at top and bottom of the left side of the support rod 52, and a left end of the support spring 56 is connected to the outer wall of the, the horizontal vibration can be effectively buffered, and the resistance to sliding on the guide bar 53 can be provided to the support bar 52 by the second friction pad 54, so that the moving amplitude of the support bar 52 is gradually reduced, and the horizontal vibration can be reduced;
referring to fig. 3, the fixed block 9 is in a circular truncated cone shape, and the cross-sectional area of the top of the fixed block 9 is larger than that of the bottom of the fixed block 9, so that when the fixed block 9 moves downward, the movable plate 10 compresses the buffer spring 12;
referring to fig. 2, the thickness of the waterproof layer 21 is two millimeters, the thickness of the mortar layer 22 is one centimeter, and the damping layer 23 can be compacted through the mortar layer 22;
referring to fig. 3, a protection pad is adhered to the bottom of the supporting plate 11, and the cross-sectional area of the protection pad is the same as that of the horizontal plate 14, and the protection pad is a rubber pad, so that the bottom of the supporting plate 11 can be protected, and abrasion caused by collision of the horizontal plate 14 can be prevented.
The working principle is as follows: when the shock-absorbing and shock-absorbing structure is used, the shock-absorbing layer 23 and the shock-absorbing layer 24 are arranged, the shock-absorbing effect of the building frame 1 can be improved, horizontal shock caused by transverse earthquake waves is transmitted to the bottom plate 3, the support rod 52 moves on the guide rod 53, the return spring 55 and the support spring 56 deform, the shock in the horizontal direction can be effectively buffered, the second friction pad 54 can provide sliding resistance on the guide rod 53 for the support rod 52, the moving amplitude of the support rod 52 is gradually reduced, the shock in the horizontal direction can be reduced, the shock-absorbing spring 8 deforms, the impact force of longitudinal shock can be buffered, the fixing block 9 moves downwards, the vertical rod 13 drives the transverse plate 14 to move downwards, the compression stress spring 15 slides on the first friction pad 16, and further provides sliding resistance for the transverse plate 14 through the first friction pad 16, so that the moving amplitude of the transverse plate 14 is gradually reduced, and thus the longitudinal vibration can be reduced, and the fixed block 9 moves downwards, so that the movable plate 10 compresses the buffer spring 12, and thus the damping box 7 can buffer not only the longitudinal vibration, but also the transverse vibration, and thus the stability of the building frame 1 during the earthquake is ensured.
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 frame construction is built in effectual room of civil engineering antidetonation, builds frame (1) including the room, its characterized in that: the house is characterized in that a buffer layer (2) is fixedly connected to the bottom of a frame (1) of the house building, a bottom plate (3) is fixedly connected to the bottom of the buffer layer (2), the bottom plate (3) is movably connected into a top groove of a house foundation (4), a damping box (5) is uniformly installed between a side wall of the bottom plate (3) and the house foundation (4), a base (6) is fixedly connected onto the inner wall of the bottom of the top groove of the house foundation (4), a damping box (7) is uniformly connected onto the top of the base (6), a damping spring (8) sleeved on the outer wall of the damping box (7) is uniformly installed at the top of the base (6), the top of the damping spring (8) is connected onto the outer wall of the bottom plate (3), a fixed block (9) is uniformly installed at the bottom of the bottom plate (3), and the bottom of the fixed block (9) penetrates through the, the damping box is characterized in that a movable plate (10) is uniformly attached to the outer wall of the bottom of the fixed block (9), the bottom of the movable plate (10) is connected to the outer wall of a supporting plate (11) in a sliding mode, the supporting plate (11) is installed on the inner wall of the damping box (7), the supporting plate (11) is located below the fixed block (9), a buffer spring (12) is transversely and uniformly installed at one end, close to the inner wall of the damping box (7), of the movable plate (10), one end, far away from the fixed block (9), of the buffer spring (12) is connected to the inner wall of the damping box (7), a vertical rod (13) is fixedly connected to the bottom of the fixed block (9), the bottom of the vertical rod (13) penetrates through the supporting plate (11) and extends to the position below the supporting plate (11), the bottom of the vertical rod (13) is connected with a transverse plate, the bottom end of the stress spring (15) is connected to the inner wall of the bottom of the shock absorption box (7), the shock absorption box (7) is provided with an annular first friction pad (16) in a sticking mode below the supporting plate (11), and the first friction pad (16) is connected with the side wall of the transverse plate (14) in a sticking mode.
2. The building frame structure with good civil engineering earthquake-resistant effect according to claim 1, characterized in that: buffer layer (2) are including setting up waterproof layer (21) in building frame (1) bottom in the room, the bottom of waterproof layer (21) is connected with mortar layer (22), mortar layer (22) are laid on the outer wall of buffer layer (23), buffer layer (23) set up on the outer wall of antidetonation layer (24), antidetonation layer (24) set up on the outer wall of bottom plate (3).
3. The building frame structure with good civil engineering earthquake-resistant effect according to claim 1, characterized in that: the damping box (5) comprises a box body (51), a supporting rod (52) penetrates through the middle end of the right side of the box body (51), the right end of the supporting rod (52) is connected with the bottom plate (3), the supporting rod (52) is in a T-shaped structure, the middle end of the inner wall of the left side of the box body (51) is transversely and fixedly connected with a guide rod (53), the right end of the guide rod (53) is movably inserted into the outer wall of the support rod (52), the middle end of the left side of the supporting rod (52) is stuck with an annular second friction pad (54), the inner wall of the second friction pad (54) is jointed and connected with the guide rod (53), the middle end of the left side of the support rod (52) is provided with a return spring (55) sleeved on the outer wall of the guide rod (53), the top and the bottom of the left side of the supporting rod (52) are both provided with a supporting spring (56), and the left ends of the supporting springs (56) are connected to the outer wall of the box body (51).
4. The building frame structure with good civil engineering earthquake-resistant effect according to claim 1, characterized in that: the fixing block (9) is in a round table shape, and the cross sectional area of the top of the fixing block (9) is larger than that of the bottom of the fixing block (9).
5. The building frame structure with good civil engineering earthquake-resistant effect according to claim 2, characterized in that: the thickness of the waterproof layer (21) is two millimeters, and the thickness of the mortar layer (22) is one centimeter.
6. The building frame structure with good civil engineering earthquake-resistant effect according to claim 1, characterized in that: the bottom of the supporting plate (11) is provided with a protective pad in a bonding mode, and the cross section area of the protective pad is the same as that of the transverse plate (14).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202020878306.8U CN212376381U (en) | 2020-05-22 | 2020-05-22 | Civil engineering antidetonation effectual room is built frame construction |
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CN202020878306.8U CN212376381U (en) | 2020-05-22 | 2020-05-22 | Civil engineering antidetonation effectual room is built frame construction |
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CN212376381U true CN212376381U (en) | 2021-01-19 |
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CN202020878306.8U Expired - Fee Related CN212376381U (en) | 2020-05-22 | 2020-05-22 | Civil engineering antidetonation effectual room is built frame construction |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114197513A (en) * | 2021-11-03 | 2022-03-18 | 中国电建集团华东勘测设计研究院有限公司 | Large centrifuge foundation with good vibration isolation performance |
-
2020
- 2020-05-22 CN CN202020878306.8U patent/CN212376381U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114197513A (en) * | 2021-11-03 | 2022-03-18 | 中国电建集团华东勘测设计研究院有限公司 | Large centrifuge foundation with good vibration isolation performance |
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Granted publication date: 20210119 |