CN110106903B - Anti-seismic corrosion-resistant building pile foundation - Google Patents
Anti-seismic corrosion-resistant building pile foundation Download PDFInfo
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- CN110106903B CN110106903B CN201910332971.9A CN201910332971A CN110106903B CN 110106903 B CN110106903 B CN 110106903B CN 201910332971 A CN201910332971 A CN 201910332971A CN 110106903 B CN110106903 B CN 110106903B
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/08—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against transmission of vibrations or movements in the foundation soil
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/24—Prefabricated piles
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Abstract
The invention discloses an anti-seismic corrosion-resistant building pile foundation, which can avoid the situation that the work load of on-site construction pouring is large and the production and life of surrounding residents are influenced by adopting prefabricated parts of a structure; the support component of the pile foundation is arranged into a first support column and a second support column, and a first connecting column and a second connecting column are arranged between the first support column and the second support column, so that the pile foundation can be adjusted; the first mounting cavity is arranged, so that the first support column can be conveniently mounted and dismounted; by arranging the third buffer part and the fourth buffer part, the buffer effect on the first connecting column and the second connecting column can be realized, and the anti-seismic effect of the pile foundation can be enhanced; the second mounting cavity and the third mounting cavity are arranged, so that the third buffer member and the fourth buffer member can be mounted and replaced conveniently and quickly; through setting up the base, can avoid the direct and moist ground contact of support component of pile foundation, strengthen the corrosion-resistant ability of pile foundation.
Description
Technical Field
The invention relates to the technical field of building pile foundations, in particular to an anti-seismic corrosion-resistant building pile foundation.
Background
Deep foundations consisting of piles and pile caps (caps for short) connecting the tops of the piles or single-pile foundations consisting of columns and pile foundations, for short, pile foundations. If the pile body is completely buried in the soil and the bottom surface of the bearing platform is contacted with the soil body, the pile body is called a low bearing platform pile foundation; when the upper part of the pile body is exposed out of the ground and the bottom of the pile cap is positioned above the ground, the pile body is called a high pile cap pile foundation. Building pile foundations are typically low cap pile foundations. In high-rise buildings, pile foundations are widely applied.
The main classification of the pile foundation: the bearing pile is divided into friction pile and bearing pile based on the basic force principle. 1. The friction pile is used to bear the structure by using the friction force between the stratum and the foundation pile and can be divided into a pressure pile and a tension pile, which are approximately used for bearing the stratum without a hard bearing layer or with a deeper bearing layer; 2. the end support pile is used to support a structure by seating a foundation pile on a bearing layer (on a bedrock). Secondly, the construction method can be divided into precast piles and filling piles, 1, precast piles are driven into the ground by a pile driver, and the prefabricated reinforced concrete pile has the advantages of material saving, high strength, suitability for buildings with higher requirements and high construction difficulty and long construction time limited by the number of machines; 2. the cast-in-place pile is firstly drilled on a construction site, and after the required depth is reached, the reinforcing steel bars are placed into the cast-in-place concrete, so that the cast-in-place pile has the advantages of low construction difficulty, particularly manual hole digging piles, no limitation of the number of machines, simultaneous construction of all pile foundations and great time saving, and has the defects of low bearing capacity and material consumption.
The existing pile foundation has poor shock resistance, the construction of the precast pile is inconvenient, the limitation is strong, and the corrosion resistance effect of the pile foundation is poor.
Disclosure of Invention
The invention aims to overcome the defects in the prior art, provides an anti-seismic corrosion-resistant building pile foundation and can effectively solve the problems in the background art.
In order to achieve the purpose, the invention provides the following technical scheme: an anti-seismic corrosion-resistant building pile foundation comprises a base, a stable platform, a plurality of first supporting columns, a plurality of second supporting columns and a plurality of first connecting columns, wherein the stable platform is arranged above the base, the first supporting columns and the second supporting columns are arranged between the base and the stable platform, the first supporting columns are arranged below the second supporting columns, a plurality of first installation cavities are arranged at the top of the base, a first clamping plate which is movably connected is arranged at one side inside each first installation cavity, a second clamping plate which is movably connected is arranged at the other side inside each first installation cavity, a plurality of first buffer parts are fixedly connected to one side, away from the second clamping plate, of the outer wall of each first clamping plate, one end of each first buffer part is fixedly connected with the inner wall of each first installation cavity, a first auxiliary plate is fixedly connected to the bottom of each first clamping plate, one end of each first auxiliary plate extends to the lower side of the second clamping plate, a second buffer part is fixedly connected to one side of the outer wall of the second clamping plate, which is far away from the first clamping plate, one end of the second buffer part is fixedly connected with the inner wall of the first mounting cavity, a second auxiliary plate is fixedly connected to the bottom of the second clamping plate, one end of the second auxiliary plate extends to the lower side of the first clamping plate, a first mounting groove matched with the first supporting column is formed in the center of the top of the first mounting cavity, a first through hole matched with the first supporting column is formed in the first auxiliary plate, a second through hole matched with the first supporting column is formed in the second auxiliary plate, a slot matched with the first supporting column is formed in the bottom of the inner wall of the first mounting cavity, sliding strips are symmetrically arranged on two sides of the outer wall of the top of the second supporting column, and a second mounting groove matched with the second supporting column is formed in the bottom of the stabilizing platform, second mounting groove inner wall bottom vertical be equipped with the spout of draw runner looks adaptation, first support column bottom is equipped with the second spliced pole, first support column top be equipped with second spliced pole assorted third mounting groove, third mounting groove bottom is equipped with swing joint's third bolster, first support column top in third mounting groove one side be equipped with first spliced pole assorted fourth mounting groove, second support column bottom in fourth mounting groove top be equipped with first spliced pole assorted fifth mounting groove, fifth mounting groove inner wall top is equipped with the fourth bolster, first support column outer wall one side in third mounting groove bottom level be equipped with third bolster assorted second bolster, the second mounting cavity with the third mounting groove link up, second support column outer wall one side in fifth mounting groove top level be equipped with fourth assorted second bolster The third installation cavity, the third installation cavity with the fifth mounting groove link up, the base the stabilized platform first support column the second support column with first connecting column is the prefab.
As a preferred technical solution of the present invention, the base, the stabilizing platform, the first supporting column, the second supporting column, and the first connecting column are each of a reinforced concrete structure.
In a preferred embodiment of the present invention, the first auxiliary plate is provided above the second auxiliary plate.
As a preferable aspect of the present invention, the first buffer includes a first fixing plate and a second fixing plate, a first rubber spring is disposed between the first fixing plate and the second fixing plate, and the second buffer has the same structure as the first buffer.
As a preferable aspect of the present invention, the third cushion includes a first connecting plate and a second connecting plate, and a second rubber spring is provided between the first connecting plate and the second connecting plate.
As a preferred technical solution of the present invention, the fourth buffer member has the same structure as the third buffer member, the size of the fourth buffer member is smaller than that of the third buffer member, the first connection post and the second connection post are both cylindrical structures, and the diameter of the cross section of the first connection post is smaller than that of the cross section of the second connection post.
As a preferred technical solution of the present invention, a first slide rail matched with the third buffer member is disposed at the top of the inner wall of the second mounting cavity.
As a preferred technical solution of the present invention, a second slide rail matched with the fourth buffer member is disposed at the bottom of the inner wall of the third mounting cavity.
Compared with the prior art, the invention has the beneficial effects that:
1. according to the prefabricated concrete structure, all parts of the structure are prefabricated, so that the situation that the workload of site construction and pouring is large and the production and life of surrounding residents are influenced can be avoided.
2. According to the invention, the supporting part of the pile foundation is arranged into the first supporting column and the second supporting column, and the first connecting column and the second connecting column are arranged between the first supporting column and the second supporting column, so that the pile foundation can be adjusted, and even if the size is in a problem during prefabrication, the prefabricated part can be used in other places, and no waste is generated.
3. According to the invention, the first installation cavity 5 is arranged, the first support column 3 enters the first installation cavity 5, the first support column 3 extrudes the first clamping plate 6 and the second clamping plate 7, the first clamping plate 6 and the second clamping plate 7 move towards two sides, the first buffer member 8 and the second buffer member 10 are compressed, the first auxiliary plate 9 moves towards one side under the driving of the first clamping plate 6, the second auxiliary plate 11 moves towards the other side under the driving of the second clamping plate 6, the first support column 3 penetrates through the first through hole 13 and the second through hole 30 and is inserted into the inner side of the slot 14, the first buffer member 8 and the second buffer member 10 rebound, and the first clamping plate 6 and the second clamping plate 7 clamp the first support column 3 tightly.
4. According to the invention, the third buffer piece and the fourth buffer piece are arranged, so that the buffering effect on the first connecting column and the second connecting column can be realized, and the anti-seismic effect of the pile foundation can be enhanced.
5. According to the invention, the second mounting cavity and the third mounting cavity are arranged, so that the third buffer member and the fourth buffer member can be mounted and replaced conveniently and quickly.
6. According to the invention, the base is arranged, so that the supporting part of the pile foundation can be prevented from being directly contacted with the wet ground, and the corrosion resistance of the pile foundation is enhanced.
Drawings
FIG. 1 is a schematic view of the overall structure of an earthquake-resistant and corrosion-resistant building pile foundation according to the present invention;
FIG. 2 is a front view of an earthquake resistant and corrosion resistant building pile foundation of the present invention;
FIG. 3 is a schematic structural diagram of a first installation cavity of an earthquake-resistant corrosion-resistant building pile foundation of the invention;
FIG. 4 is a front view of a first support column of an earthquake-resistant and corrosion-resistant building pile foundation of the present invention;
fig. 5 is a plan view of a first support column of an earthquake-resistant and corrosion-resistant building pile foundation according to the present invention.
In the figure: 1. a base; 2. a stable platform; 3. a first support column; 4. a second support column; 5. a first mounting cavity; 6. a first clamping plate; 7. a second clamping plate; 8. a first buffer member; 9. a first auxiliary plate; 10. a second buffer member; 11. a second auxiliary plate; 12. a first mounting groove; 13. a first through hole; 14. a slot; 15. a first connecting column; 16. a slide bar; 17. a second mounting groove; 18. a chute; 19. a second connecting column; 20. a third mounting groove; 21. a third buffer member; 22. a fourth mounting groove; 23. a fifth mounting groove; 24. a fourth buffer member; 25. a second mounting cavity; 26. a third mounting cavity; 27. a third mounting cavity; 28. a second fixing plate; 29. a first rubber spring; 30. a second via.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-5, the present invention provides a technical solution: an anti-seismic corrosion-resistant building pile foundation comprises a base 1, a stable platform 2, a plurality of first supporting columns 3, a plurality of second supporting columns 4 and a plurality of first connecting columns 15, wherein the stable platform 2 is arranged above the base 1, the first supporting columns 3 and the second supporting columns 4 are arranged between the base 1 and the stable platform 2, the first supporting columns 3 are arranged below the second supporting columns 4, a plurality of first installation cavities 5 are arranged at the top of the base 1, one side in each first installation cavity 5 is provided with a movably connected first clamping plate 6, the other side in each first installation cavity 5 is provided with a movably connected second clamping plate 7, one side, far away from the second clamping plate 7, of the outer wall of each first clamping plate 6 is fixedly connected with a plurality of first buffer parts 8, one end of each first buffer part 8 is fixedly connected with the inner wall of the corresponding first installation cavity 5, a first auxiliary plate 9 is fixedly connected to the bottom of the first clamping plate 6, one end of the first auxiliary plate 9 extends to the lower part of the second clamping plate 7, a second buffer member 10 is fixedly connected to the side, far away from the first clamping plate 6, of the outer wall of the second clamping plate 7, one end of the second buffer member 10 is fixedly connected to the inner wall of the first mounting cavity 5, a second auxiliary plate 11 is fixedly connected to the bottom of the second clamping plate 7, one end of the second auxiliary plate 11 extends to the lower part of the first clamping plate 6, a first mounting groove 12 matched with the first support column 3 is formed in the center of the top of the first mounting cavity 5, a first through hole 13 matched with the first support column 3 is formed in the first auxiliary plate 9, a second through hole 30 matched with the first support column 3 is formed in the second auxiliary plate 12, and a slot 14 matched with the first support column 3 is formed in the bottom of the inner wall of the first mounting cavity 5, the top outer wall bilateral symmetry of second support column 4 is equipped with draw runner 16, 2 bottoms of stable platform are equipped with second support column 4 assorted second mounting groove 17, the vertical spout 18 that is equipped with draw runner 16 looks adaptation in second mounting groove 17 inner wall bottom, 4 bottoms of first support column are equipped with second spliced pole 19, 3 tops of first support column are equipped with second spliced pole 19 assorted third mounting groove 20, third mounting groove 20 bottom is equipped with swing joint's third bolster 21, 3 tops of first support column are equipped with the fourth mounting groove 22 that matches with first connecting column 15 on one side of third mounting groove 20, 4 bottoms of second support column are equipped with the fifth mounting groove 23 that matches with first connecting column 15 above the fourth mounting groove 22, 23 inner wall top of fifth mounting groove is equipped with fourth bolster 24, 3 outer wall one sides of first support column in third mounting groove 20 bottom level be equipped with 21 assorted second installation cavity 25 of third bolster, second installation cavity 25 with third mounting groove 20 link up, 4 outer wall one sides of second support column in 23 top level of fifth mounting groove be equipped with 24 assorted third installation cavity 26 of fourth bolster, third installation cavity 26 with fifth mounting groove 23 link up, base 1 stabilize the platform 2 first support column 3 the second support column 4 with first connecting column 15 is the prefab.
In this embodiment, preferably, the base 1, the stabilizing platform 2, the first supporting column 3, the second supporting column 4, and the first connecting column 15 are all of a reinforced concrete structure.
In this embodiment, the first auxiliary plate 9 is preferably provided above the second auxiliary plate 11.
In this embodiment, the first cushion member 8 preferably includes a first fixing plate 27 and a second fixing plate 28, a first rubber spring 29 is provided between the first fixing plate 27 and the second fixing plate 28, and the second cushion member 10 has the same structure as the first cushion member 8.
In this embodiment, preferably, the third buffer 21 includes a first connecting plate and a second connecting plate, and a second rubber spring is disposed between the first connecting plate and the second connecting plate.
In this embodiment, preferably, the fourth buffer member 24 has the same structure as the third buffer member 21, the size of the fourth buffer member 24 is smaller than that of the third buffer member 21, the first connecting column 15 and the second connecting column 19 are both cylindrical structures, and the cross-sectional diameter of the first connecting column 15 is smaller than that of the second connecting column 19.
In this embodiment, preferably, a first slide rail matched with the third buffer 21 is arranged at the top of the inner wall of the second mounting cavity 25.
In this embodiment, preferably, a second slide rail matched with the fourth buffer 24 is disposed at the bottom of the inner wall of the third mounting cavity 26.
According to the prefabricated concrete structure, all parts of the structure are prefabricated, so that the situation that the workload of site construction and pouring is large and the production and life of surrounding residents are affected can be avoided; the supporting parts of the pile foundation are arranged into the first supporting column 3 and the second supporting column 4, and the first connecting column 15 and the second connecting column 19 are arranged between the first supporting column 3 and the second supporting column 4, so that the pile foundation can be adjusted, even if the size is in a problem during prefabrication, the prefabricated parts can be used in other places, and no waste is generated; by arranging the first installation cavity 5, the first support column 3 enters the first installation cavity 5, the first support column 3 extrudes the first clamping plate 6 and the second clamping plate 7, the first clamping plate 6 and the second clamping plate 7 move towards two sides, the first buffer member 8 and the second buffer member 10 are compressed, the first auxiliary plate 9 moves towards one side under the driving of the first clamping plate 6, the second auxiliary plate 11 moves towards the other side under the driving of the second clamping plate 6, the first support column 3 is inserted into the inner side of the slot 14 through the first through hole 13 and the second through hole 30, the first buffer member 8 and the second buffer member 10 rebound, and the first clamping plate 6 and the second clamping plate 7 clamp the first support column 3; by arranging the third buffer member 21 and the fourth buffer member 24, the buffer effect on the first connecting column 15 and the second connecting column 19 can be realized, and the anti-seismic effect of the pile foundation can be enhanced; by arranging the second mounting cavity 25 and the third mounting cavity 26, the third buffer member 21 and the fourth buffer member 24 can be mounted and replaced conveniently and quickly; through setting up base 1, can avoid the direct and moist ground contact of support component of pile foundation, strengthen the corrosion-resistant ability of pile foundation.
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 (8)
1. The utility model provides a corrosion-resistant building pile foundation of antidetonation type, includes base (1), stable platform (2) and the first support column of a plurality of (3), second support column (4) and first connecting column (15), its characterized in that: the stabilizing platform (2) is arranged above the base (1), the first supporting column (3) and the second supporting column (4) are arranged between the base (1) and the stabilizing platform (2), the first supporting column (3) is arranged below the second supporting column (4), a plurality of first installation cavities (5) are arranged at the top of the base (1), a first clamping plate (6) which is movably connected is arranged at one side inside the first installation cavity (5), a second clamping plate (7) which is movably connected is arranged at the other side inside the first installation cavity (5), a plurality of first buffering parts (8) are fixedly connected at one side of the second clamping plate (7) far away from the outer wall of the first clamping plate (6), one end of each first buffering part (8) is fixedly connected with the inner wall of the first installation cavity (5), and a first auxiliary plate (9) is fixedly connected at the bottom of the first clamping plate (6), one end of the first auxiliary plate (9) extends to the lower part of the second clamping plate (7), one side, far away from the first clamping plate (6), of the outer wall of the second clamping plate (7) is fixedly connected with a second buffer part (10), one end of the second buffer part (10) is fixedly connected with the inner wall of the first mounting cavity (5), the bottom of the second clamping plate (7) is fixedly connected with a second auxiliary plate (11), one end of the second auxiliary plate (11) extends to the lower part of the first clamping plate (6), the center of the top of the first mounting cavity (5) is provided with a first mounting groove (12) matched with the first supporting column (3), the first auxiliary plate (9) is provided with a first through hole (13) matched with the first supporting column (3), the second auxiliary plate (12) is provided with a second through hole (30) matched with the first supporting column (3), the mounting structure is characterized in that a slot (14) matched with the first supporting column (3) is arranged at the bottom of the inner wall of the first mounting cavity (5), sliding strips (16) are symmetrically arranged on two sides of the outer wall of the top of the second supporting column (4), a second mounting groove (17) matched with the second supporting column (4) is arranged at the bottom of the stabilizing platform (2), a sliding groove (18) matched with the sliding strips (16) is vertically arranged at the bottom of the inner wall of the second mounting groove (17), a second connecting column (19) is arranged at the bottom of the first supporting column (4), a third mounting groove (20) matched with the second connecting column (19) is arranged at the top of the first supporting column (3), a third buffer piece (21) movably connected is arranged at the bottom of the third mounting groove (20), a fourth mounting groove (22) matched with the first connecting column (15) is arranged at the top of the first supporting column (3) on one side of the third mounting groove (20), second support column (4) bottom in fourth mounting groove (22) top be equipped with first connecting column (15) assorted fifth mounting groove (23), fifth mounting groove (23) inner wall top is equipped with fourth bolster (24), first support column (3) outer wall one side in third mounting groove (20) bottom level be equipped with third bolster (21) assorted second installation cavity (25), second installation cavity (25) with third mounting groove (20) link up, second support column (4) outer wall one side in fifth mounting groove (23) top level be equipped with fourth bolster (24) assorted third installation cavity (26), third installation cavity (26) with fifth mounting groove (23) link up, base (1) stabilized platform (2) first support column (3), The second supporting column (4) and the first connecting column (15) are both prefabricated parts.
2. An earthquake-resistant and corrosion-resistant building pile foundation according to claim 1, wherein: the base (1), the stabilizing platform (2), the first supporting column (3), the second supporting column (4) and the first connecting column (15) are all of a reinforced concrete structure.
3. An earthquake-resistant and corrosion-resistant building pile foundation according to claim 1, wherein: the first auxiliary plate (9) is arranged above the second auxiliary plate (11).
4. An earthquake-resistant and corrosion-resistant building pile foundation according to claim 1, wherein: the first buffer piece (8) comprises a first fixing plate (27) and a second fixing plate (28), a first rubber spring (29) is arranged between the first fixing plate (27) and the second fixing plate (28), and the second buffer piece (10) is identical to the first buffer piece (8) in structure.
5. An earthquake-resistant and corrosion-resistant building pile foundation according to claim 4, wherein: the third buffer piece (21) comprises a first connecting plate and a second connecting plate, and a second rubber spring is arranged between the first connecting plate and the second connecting plate.
6. An earthquake-resistant and corrosion-resistant building pile foundation according to claim 5, wherein: fourth bolster (24) with third bolster (21) structure is the same, the size of fourth bolster (24) is less than the size of third bolster (21), first spliced pole (15) with second spliced pole (19) are the cylinder type structure, the cross section diameter of first spliced pole (15) is less than the cross section diameter of second spliced pole (19).
7. An earthquake-resistant and corrosion-resistant building pile foundation according to claim 1, wherein: and a first sliding rail matched with the third buffer piece (21) is arranged at the top of the inner wall of the second mounting cavity (25).
8. An earthquake-resistant and corrosion-resistant building pile foundation according to claim 7, wherein: and a second sliding rail matched with the fourth buffer piece (24) is arranged at the bottom of the inner wall of the third mounting cavity (26).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910332971.9A CN110106903B (en) | 2019-04-24 | 2019-04-24 | Anti-seismic corrosion-resistant building pile foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910332971.9A CN110106903B (en) | 2019-04-24 | 2019-04-24 | Anti-seismic corrosion-resistant building pile foundation |
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| Publication Number | Publication Date |
|---|---|
| CN110106903A CN110106903A (en) | 2019-08-09 |
| CN110106903B true CN110106903B (en) | 2021-05-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201910332971.9A Active CN110106903B (en) | 2019-04-24 | 2019-04-24 | Anti-seismic corrosion-resistant building pile foundation |
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Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN115142460A (en) * | 2022-08-16 | 2022-10-04 | 福建众腾建设工程有限公司 | Anti-seismic building construction structure |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2016070032A (en) * | 2014-10-02 | 2016-05-09 | 株式会社フジタ | Pile head semi-rigid connection structure of cast-in-site concrete pile |
| CN108560575A (en) * | 2018-04-25 | 2018-09-21 | 温州正城建设有限公司 | A kind of shock insulation pile foundation and its construction method |
| CN207944469U (en) * | 2018-02-05 | 2018-10-09 | 贵州师范大学 | A kind of building pile foundation with anti seismic efficiency |
| CN208618435U (en) * | 2018-04-28 | 2019-03-19 | 黄步清 | Core antidetonation tubular pole is filled out in section stake inner cavity on a kind of cushion cap |
-
2019
- 2019-04-24 CN CN201910332971.9A patent/CN110106903B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2016070032A (en) * | 2014-10-02 | 2016-05-09 | 株式会社フジタ | Pile head semi-rigid connection structure of cast-in-site concrete pile |
| CN207944469U (en) * | 2018-02-05 | 2018-10-09 | 贵州师范大学 | A kind of building pile foundation with anti seismic efficiency |
| CN108560575A (en) * | 2018-04-25 | 2018-09-21 | 温州正城建设有限公司 | A kind of shock insulation pile foundation and its construction method |
| CN208618435U (en) * | 2018-04-28 | 2019-03-19 | 黄步清 | Core antidetonation tubular pole is filled out in section stake inner cavity on a kind of cushion cap |
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| CN110106903A (en) | 2019-08-09 |
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