CN111719596A - Underground structure reinforcing system with bearing, anti-seismic and anti-floating capabilities - Google Patents
Underground structure reinforcing system with bearing, anti-seismic and anti-floating capabilities Download PDFInfo
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- CN111719596A CN111719596A CN202010722481.2A CN202010722481A CN111719596A CN 111719596 A CN111719596 A CN 111719596A CN 202010722481 A CN202010722481 A CN 202010722481A CN 111719596 A CN111719596 A CN 111719596A
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- 238000007667 floating Methods 0.000 title claims abstract description 68
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 13
- 230000021715 photosynthesis, light harvesting Effects 0.000 claims abstract description 24
- 238000007596 consolidation process Methods 0.000 claims abstract description 23
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 18
- 239000004576 sand Substances 0.000 claims abstract description 12
- 238000001125 extrusion Methods 0.000 claims abstract description 11
- 239000000945 filler Substances 0.000 claims abstract description 11
- 238000007789 sealing Methods 0.000 claims abstract description 10
- 238000005265 energy consumption Methods 0.000 claims description 11
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 239000003292 glue Substances 0.000 claims description 3
- 239000012466 permeate Substances 0.000 claims description 3
- 239000011347 resin Substances 0.000 claims description 3
- 229920005989 resin Polymers 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 238000007906 compression Methods 0.000 abstract description 6
- 238000013461 design Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- 239000003673 groundwater Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000005034 decoration Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
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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
- E02D31/10—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 soil pressure or hydraulic pressure
- E02D31/12—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 soil pressure or hydraulic pressure against upward hydraulic pressure
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/10—Restraining of underground water by lowering level of ground water
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/12—Restraining of underground water by damming or interrupting the passage of underground water
- E02D19/18—Restraining of underground water by damming or interrupting the passage of underground water by making use of sealing aprons, e.g. diaphragms made from bituminous or clay material
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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
- E02D27/32—Foundations for special purposes
- E02D27/34—Foundations for sinking or earthquake territories
-
- 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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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Foundations (AREA)
Abstract
The invention provides an underground structure reinforcing system with bearing anti-seismic and anti-floating capabilities, which belongs to the field of building structures and comprises a bearing tension-compression energy dissipation body, an underground structure, a concrete cushion layer, concrete supporting cutoff walls, an extrusion sealing energy dissipation filler, a permeable sand layer, an overflow pipe, a water collecting well and high-strength anti-floating consolidation plates, wherein a plurality of high-strength anti-floating consolidation plates are arranged between the two concrete supporting cutoff walls, the left end and the right end of each high-strength anti-floating consolidation plate are inserted into the concrete supporting cutoff walls, and the bearing tension-compression energy dissipation body is arranged above each high-strength anti-floating consolidation plate.
Description
Technical Field
The invention belongs to the field of building structures, and particularly relates to an underground structure reinforcing system with bearing, seismic resistance and anti-floating capacity.
Background
With the full development of underground space development and utilization, underground buildings have been widely used. In the areas with high ground water level, the floating force generated by ground water is large, and the anti-floating problem of underground buildings becomes a problem that the underground structure and the buildings need to be controlled in the design and construction process. The anti-floating design usually adopts a method of resisting the buoyancy of underground water together through the self weight of the structure, the upper load of a building and certain anti-floating measures, but when a local impervious layer is affected by sudden rainstorm or terrain, the floating risk coefficient of the structure is increased, and the general floating reduction measures are seriously tested, so that certain measures are necessary to properly increase the anti-floating safety coefficient of the underground structure, and unnecessary loss is avoided. For the traditional anti-floating scheme, anti-floating checking calculation is required, and corresponding counter measures are adopted. The existing underground structure is reformed by an anti-floating scheme, on one hand, chiseling of concrete and bar planting of reinforcing steel bars can be generated, great influence is brought to the durability design of an underground structure system and the integrity of an outer waterproof layer, on the other hand, the construction period is greatly influenced, and the manpower, material resources and financial resources are increased. Therefore, it is highly desirable to invent an anti-floating control structure, which can provide better overall stability, limit floating within a safe range, and do not cause damage to an underground structure, so that the underground anti-floating structure at the present stage needs to provide gradually increased pulling force when floating on a water level, and can provide required bearing capacity when the water level drops, thereby reducing loss, ensuring the lives and properties of people, and reducing the occurrence rate of accidents.
Disclosure of Invention
In order to solve the technical problems, the invention provides an underground structure reinforcing system with bearing, anti-seismic and anti-floating capabilities, which can avoid accidents of an underground structure caused by the buoyancy of underground water and insufficient bearing and anti-seismic.
In order to achieve the purpose, the invention adopts the technical scheme that:
an underground structure reinforcing system with bearing anti-seismic and anti-floating capabilities comprises a bearing tension-compression energy dissipation body, an underground structure, a concrete cushion layer, a concrete supporting cutoff wall, an extrusion sealing energy dissipation filler, a permeable sand layer, an overflow pipe, a water collecting well, a high-strength anti-floating consolidation plate, a connecting piece A and a connecting piece B, wherein the lower part of the underground structure is provided with an underground structure bottom plate, the lower part of the underground structure bottom plate is provided with trapezoidal lugs and trapezoidal grooves at intervals, the concrete cushion layer is arranged below the underground structure bottom plate, the upper part of the concrete cushion layer is provided with trapezoidal lugs and trapezoidal grooves at intervals, the left side and the right side of the lower part of the concrete cushion layer are provided with L-shaped anti-floating tenons and trapezoidal grooves, the left side and the right side below the concrete cushion layer are provided with the concrete supporting cutoff wall as supports, and the upper part of the concrete supporting cutoff wall is provided;
inserting a trapezoidal lug at the lower part of a bottom plate of an underground structure into a trapezoidal groove at the upper part of a concrete cushion, inserting a trapezoidal lug at the upper part of the concrete cushion into a trapezoidal groove at the lower part of the bottom plate of the underground structure, inserting a trapezoidal lug at the upper part of a concrete supporting cut-off wall into a trapezoidal groove at the lower part of the concrete cushion, inserting a clamping end of a convex body at the upper part of the concrete supporting cut-off wall into an anti-floating tenon groove at the lower part of the concrete cushion, and arranging extrusion sealing energy-consuming fillers between all the trapezoidal lugs and;
a plurality of high-strength anti-floating consolidation plates are arranged between two concrete supporting cutoff walls, the left and right ends of each high-strength anti-floating consolidation plate are inserted into the concrete supporting cutoff walls, a bearing pulling and pressing energy dissipation body is arranged above each high-strength anti-floating consolidation plate, a plurality of high-strength fixed hinges and common fixed hinges are arranged in the structure of the bearing pulling and pressing energy dissipation body, the high-strength fixed hinges are positioned at two sides of the structure, the common fixed hinges are positioned in the middle of the structure, a coordination connection support plate is arranged between each common fixed hinge and four adjacent high-strength fixed hinges for connection, end connection plates are arranged at the upper side and the lower side of the structure of the bearing pulling and pressing energy dissipation body, vertical supporting energy dissipation plates are arranged at two sides, the end connection plates and the vertical supporting energy dissipation plates are fixedly connected with the high-strength fixed hinges, the high-strength anti-floating consolidation plates and the end connection plates are connected by connecting pieces A, and the, the vacant part between the two concrete supporting water interception walls is filled with a permeable sand layer;
the sump pit sets up and is less than the concrete cushion in the outside and the top of concrete support cut-off wall, sets up a plurality of overflow pipes and runs through concrete support cut-off wall, overflow pipe one end and the sand bed intercommunication that permeates water, the other end and sump pit intercommunication.
Furthermore, the end connecting plate, the vertical supporting energy consumption plate and the coordination connecting supporting plate are made of low-yield-point steel plates.
Furthermore, the extrusion sealing energy consumption filler is made of resin glue.
Furthermore, the concrete cushion layer and the concrete supporting cut-off wall are made of waterproof concrete.
Furthermore, the outer surfaces of the high-strength anti-floating consolidation plate, the connecting piece A, the connecting piece B, the end connecting plate, the vertical supporting energy consumption plate, the high-strength fixing hinge, the common fixing hinge and the coordination connecting supporting plate are brushed with anticorrosive coatings.
Furthermore, the clamping end of the convex body is inserted into the anti-floating mortise to form an L-shaped meshed anti-floating combined structure.
The invention has the advantages that the bearing, anti-seismic and anti-floating capabilities are realized, the floating effect of underground water is effectively limited, continuous precipitation is carried out through the connection of the permeable sand layer and the water collecting well, the accidental situation of sudden increase of underground water is reduced, the bearing force of the underground structure can be increased through the arranged plurality of bearing, pulling and pressing energy consumption bodies, the vibration energy transmitted to the underground structure by the dynamic load and the static load on the ground can be resisted, the effective shock insulation effect is realized, the whole structure design can ensure that enough bearing force is provided when the water level is reduced, the arranged underground structure bottom plate, the concrete cushion layer and the concrete supporting cutoff wall are meshed layer by layer through the trapezoidal convex blocks and the trapezoidal grooves, the concrete cushion layer can ensure that enough anti-floating tension force is provided when the water level is raised through the arranged plurality of bearing, pulling and pressing energy consumption bodies, the high-strength anti-floating consolidation plate and the concrete supporting cutoff wall, on the other hand convex body card end forms the anti integrated configuration that floats of L type interlock in inserting anti mortise and has also improved anti ability of floating, makes the durability design of anti system of floating guarantee, reduces underground structure and uses later maintenance cost, avoids because come from the effect of groundwater buoyancy and bear and the antidetonation not enough cause underground structure to appear the accident, has very strong practicality and extensive suitability.
Drawings
FIG. 1 is a schematic cross-sectional view of the reinforcing system for underground structure with both load-bearing anti-seismic and anti-floating capabilities according to the present invention.
Fig. 2 is a schematic view of the structure of the bottom plate of the underground structure.
Fig. 3 is a schematic diagram of a concrete pad structure.
Fig. 4 is a schematic view of a concrete supporting cutoff wall structure.
Fig. 5 is a schematic structural view of a load-bearing tension-compression energy dissipating body.
In the figure: 1 is a bearing tension-compression energy consumption body; 2 is an underground structure; 3 is a trapezoidal bump; 4 is an underground structure bottom plate; 5 is a concrete cushion; 6 is an anti-floating mortise; 7 is a concrete supporting cut-off wall; 8 is a convex body clamping end; 9 is a trapezoidal groove; 10 is an extrusion sealing energy-consuming filler; 11 is a permeable sand layer; 12 is an overflow pipe; 13 is a water collecting well; 14 is a high-strength anti-floating consolidation plate; 15 is a connecting piece A; 16 is a connecting piece B; 17 is an end connecting plate; 18 is a vertical supporting energy consumption plate; 19 is a high-strength fixed hinge; 20 is a common fixed hinge; 21 is a coordinating connecting support plate.
Detailed Description
In order to further illustrate the present invention, the following detailed description of the present invention is given with reference to the accompanying drawings and examples, which should not be construed as limiting the scope of the present invention.
Example (b): as shown in fig. 1 to 5, an underground structure reinforcing system with both bearing anti-seismic and anti-floating capacity comprises a bearing tension-compression energy dissipation body 1, an underground structure 2, a concrete cushion layer 5, a concrete supporting cut-off wall 7, an extrusion sealing energy dissipation filler 10, a permeable sand layer 11, an overflow pipe 12, a water collecting well 13, a high-strength anti-floating consolidation plate 14, a connecting piece A15 and a connecting piece B16, wherein the lower part of the underground structure 2 is provided with an underground structure bottom plate 4, the lower part of the underground structure bottom plate 4 is provided with trapezoidal lugs 3 and trapezoidal grooves 9 at intervals, the concrete cushion layer 5 is arranged below the underground structure bottom plate 4, the upper part of the concrete cushion layer 5 is provided with trapezoidal lugs 3 and trapezoidal grooves 9 at intervals, the left side and the right side of the lower part of the concrete cushion layer 5 are provided with L-shaped anti-floating mortises 6 and trapezoidal grooves 9, the left side and the right side of the lower part of the concrete cushion, the upper part of the concrete supporting cutoff wall 7 is provided with a trapezoidal convex block 3 and a convex block clamping end 8;
inserting the trapezoidal convex blocks 3 at the lower part of the underground structure bottom plate 4 into the trapezoidal grooves 9 at the upper part of the concrete cushion 5, inserting the trapezoidal convex blocks 3 at the upper part of the concrete cushion 5 into the trapezoidal grooves 9 at the lower part of the underground structure bottom plate 4, inserting the trapezoidal convex blocks 3 at the upper part of the concrete supporting cutoff wall 7 into the trapezoidal grooves 9 at the lower part of the concrete cushion 5, inserting the convex body clamping ends 8 at the upper part of the concrete supporting cutoff wall 7 into the anti-floating tenon grooves 6 at the lower part of the concrete cushion 5, and arranging extrusion sealing energy-consuming fillers 10 between all the trapezoidal convex blocks 3 and the trapezoidal grooves 9;
a plurality of high-strength anti-floating consolidation plates 14 are arranged between two concrete supporting cutoff walls 7, the left end and the right end of each high-strength anti-floating consolidation plate 14 are inserted into the concrete supporting cutoff walls 7, a bearing pulling and pressing energy dissipation body 1 is arranged above each high-strength anti-floating consolidation plate 14, a plurality of high-strength fixing hinges 19 and common fixing hinges 20 are arranged in the structure of the bearing pulling and pressing energy dissipation body 1, the high-strength fixing hinges 19 are positioned at two sides of the structure, the common fixing hinges 20 are positioned in the middle of the structure, a coordination connection support plate 21 is arranged between each common fixing hinge 20 and four high-strength fixing hinges 19 adjacent to the common fixing hinge 20 for connection, end connection plates 17 are arranged at the upper side and the lower side of the structure of the bearing pulling and pressing energy dissipation body 1, vertical supporting energy dissipation plates 18 are arranged at two sides of the structure, the end connection plates 17 and the vertical supporting energy dissipation plates 18 are fixedly connected with the high-strength fixing hinges 19, and a connecting piece, connecting the concrete cushion 5 with the end connecting plate 17 by using a connecting piece B16, and filling a permeable sand layer 11 in a vacant part between the two concrete supporting cutoff walls 7;
the sump pit 13 sets up and is less than concrete cushion 5 in the outside and the top of concrete support cut-off wall 7, sets up a plurality of overflow pipes 12 and runs through concrete support cut-off wall 7, and 12 one ends of overflow pipe and 11 intercommunications of sand bed, the other end and sump pit 13 intercommunication of permeating water.
The end connecting plate 17, the vertical supporting energy consumption plate 18 and the coordination connecting supporting plate 21 are made of low-yield-point steel plates.
The extrusion sealing energy consumption filler 10 is made of resin glue.
The concrete cushion 5 and the concrete supporting cut-off wall 7 are made of waterproof concrete.
The outer surfaces of the high-strength anti-floating consolidation plate 14, the connecting piece A15, the connecting piece B16, the end connecting plate 17, the vertical supporting energy consumption plate 18, the high-strength fixing hinge 19, the common fixing hinge 20 and the coordination connecting supporting plate 21 are brushed with anti-corrosion coatings.
The convex body clamping end 8 is inserted into the anti-floating mortise 6 to form an L-shaped meshed anti-floating combined structure.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, various modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention.
Claims (6)
1. The utility model provides a have underground structure who bears antidetonation and anti ability of floating concurrently and strengthen system, including bearing and pulling pressure power consumption body (1), underground structure (2), concrete cushion (5), concrete support cut-off wall (7), extrusion seal power consumption filler (10), sand bed (11), overflow pipe (12), sump pit (13), the anti superficial consolidation plate (14), connecting piece A (15), connecting piece B (16) that permeate water, its characterized in that of excelling in:
an underground structure bottom plate (4) is arranged at the lower part of an underground structure (2), trapezoidal lugs (3) and trapezoidal grooves (9) are arranged at the lower part of the underground structure bottom plate (4) at intervals, a concrete cushion (5) is arranged below the underground structure bottom plate (4), trapezoidal lugs (3) and trapezoidal grooves (9) are arranged at the upper part of the concrete cushion (5) at intervals, L-shaped anti-floating mortises (6) and trapezoidal grooves (9) are arranged on the left side and the right side of the lower part of the concrete cushion (5), concrete supporting cutoff walls (7) are arranged on the left side and the right side of the lower part of the concrete cushion (5) as supports, and trapezoidal lugs (3) and convex body clamping ends (8) are arranged on the upper part of the concrete supporting cutoff walls (7);
inserting a trapezoidal bump (3) at the lower part of an underground structure bottom plate (4) into a trapezoidal groove (9) at the upper part of a concrete cushion layer (5), inserting the trapezoidal bump (3) at the upper part of the concrete cushion layer (5) into the trapezoidal groove (9) at the lower part of the underground structure bottom plate (4), inserting the trapezoidal bump (3) at the upper part of a concrete supporting cut-off wall (7) into the trapezoidal groove (9) at the lower part of the concrete cushion layer (5), inserting a convex body clamping end (8) at the upper part of the concrete supporting cut-off wall (7) into an anti-floating mortise (6) at the lower part of the concrete cushion layer (5), and arranging an extrusion sealing energy-consuming filler (10) between all the trapezoidal bumps (3) and the trapezoidal groove (;
a plurality of high-strength anti-floating consolidation plates (14) are arranged between two concrete supporting cut-off walls (7), the left end and the right end of each high-strength anti-floating consolidation plate (14) are inserted into the concrete supporting cut-off walls (7), a bearing pulling and pressing energy dissipation body (1) is arranged above each high-strength anti-floating consolidation plate (14), a plurality of high-strength fixing hinges (19) and common fixing hinges (20) are arranged in the structure of the bearing pulling and pressing energy dissipation body (1), the high-strength fixing hinges (19) are positioned at two sides of the structure, the common fixing hinges (20) are positioned in the middle of the structure, a coordinating connection support plate (21) is arranged between each common fixing hinge (20) and four high-strength fixing hinges (19) adjacent to the common fixing hinges for connection, end connection plates (17) are arranged at the upper side and the lower side of the structure of the bearing pulling and pressing energy dissipation body (1), vertical supporting energy dissipation plates (18) are arranged at two sides, the end connection plates (17), the vertical supporting energy dissipation plates (18), connecting the high-strength anti-floating consolidation plate (14) with the end connecting plate (17) by using a connecting piece A (15), connecting the concrete cushion (5) with the end connecting plate (17) by using a connecting piece B (16), and filling a permeable sand layer (11) in the vacant part between the two concrete supporting cut-off walls (7);
the sump pit (13) set up and be less than concrete cushion (5) in the outside and the top of concrete support cut-off wall (7), set up a plurality of overflow pipes (12) and run through concrete support cut-off wall (7), overflow pipe (12) one end and sand bed (11) intercommunication, the other end and sump pit (13) intercommunication that permeate water.
2. The underground structure reinforcing system with the capacity of bearing earthquake and resisting floating of claim 1, which is characterized in that: the end connecting plate (17), the vertical supporting energy consumption plate (18) and the coordination connecting supporting plate (21) are made of low-yield-point steel plates.
3. The underground structure reinforcing system with the capacity of bearing earthquake and resisting floating of claim 1, which is characterized in that: the extrusion sealing energy dissipation filler (10) is made of resin glue.
4. The underground structure reinforcing system with the capacity of bearing earthquake and resisting floating of claim 1, which is characterized in that: the concrete cushion (5) and the concrete supporting cutoff wall (7) are made of waterproof concrete.
5. The underground structure reinforcing system with the capacity of bearing earthquake and resisting floating of claim 1, which is characterized in that: the outer surfaces of the high-strength anti-floating consolidation plate (14), the connecting piece A (15), the connecting piece B (16), the end connecting plate (17), the vertical supporting energy dissipation plate (18), the high-strength fixing hinge (19), the common fixing hinge (20) and the coordination connecting supporting plate (21) are brushed with anticorrosive coatings.
6. The underground structure reinforcing system with the capacity of bearing earthquake and resisting floating of claim 1, which is characterized in that: the convex body clamping end (8) is inserted into the anti-floating mortise (6) to form an L-shaped occluded anti-floating combined structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010722481.2A CN111719596A (en) | 2020-07-24 | 2020-07-24 | Underground structure reinforcing system with bearing, anti-seismic and anti-floating capabilities |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010722481.2A CN111719596A (en) | 2020-07-24 | 2020-07-24 | Underground structure reinforcing system with bearing, anti-seismic and anti-floating capabilities |
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| Publication Number | Publication Date |
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| CN111719596A true CN111719596A (en) | 2020-09-29 |
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| CN202010722481.2A Pending CN111719596A (en) | 2020-07-24 | 2020-07-24 | Underground structure reinforcing system with bearing, anti-seismic and anti-floating capabilities |
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| CN (1) | CN111719596A (en) |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11193648A (en) * | 1997-12-29 | 1999-07-21 | Takenaka Komuten Co Ltd | Base-isolated and settlement-countermeasured structure utilizing buoyancy |
| CN204080846U (en) * | 2014-09-19 | 2015-01-07 | 新天一集团有限公司 | The room building structure of antidetonation building site |
| CN204326119U (en) * | 2014-12-05 | 2015-05-13 | 中大建设有限公司 | A kind of pile-raft foundation float Structure |
| CN104674966A (en) * | 2013-11-14 | 2015-06-03 | 韩国建设技术研究院 | Vibration isolation structure and constructing method thereof |
| CN207646929U (en) * | 2017-12-19 | 2018-07-24 | 西安建筑科技大学 | Replaceable flank shear wave staggered form steel column is cut damper and shear wall structure |
| CN108316333A (en) * | 2018-03-28 | 2018-07-24 | 河南理工大学 | A kind of compound raft foundation of resistance to deformation and its construction method suitable for goaf building |
| CN109812113A (en) * | 2019-01-21 | 2019-05-28 | 湖北工业大学 | It is classified energy-dissipating and shock-absorbing frcition damper and its application method |
| CN111074953A (en) * | 2020-01-16 | 2020-04-28 | 沈阳促晋科技有限公司 | Underground building anti-floating control device |
| CN111364495A (en) * | 2020-03-16 | 2020-07-03 | 白城师范学院 | Anti-frost-heaving and anti-seismic composite foundation structure |
| CN212427252U (en) * | 2020-07-24 | 2021-01-29 | 沈阳促晋科技有限公司 | Underground structure reinforcing system with bearing, anti-seismic and anti-floating capabilities |
-
2020
- 2020-07-24 CN CN202010722481.2A patent/CN111719596A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11193648A (en) * | 1997-12-29 | 1999-07-21 | Takenaka Komuten Co Ltd | Base-isolated and settlement-countermeasured structure utilizing buoyancy |
| CN104674966A (en) * | 2013-11-14 | 2015-06-03 | 韩国建设技术研究院 | Vibration isolation structure and constructing method thereof |
| CN204080846U (en) * | 2014-09-19 | 2015-01-07 | 新天一集团有限公司 | The room building structure of antidetonation building site |
| CN204326119U (en) * | 2014-12-05 | 2015-05-13 | 中大建设有限公司 | A kind of pile-raft foundation float Structure |
| CN207646929U (en) * | 2017-12-19 | 2018-07-24 | 西安建筑科技大学 | Replaceable flank shear wave staggered form steel column is cut damper and shear wall structure |
| CN108316333A (en) * | 2018-03-28 | 2018-07-24 | 河南理工大学 | A kind of compound raft foundation of resistance to deformation and its construction method suitable for goaf building |
| CN109812113A (en) * | 2019-01-21 | 2019-05-28 | 湖北工业大学 | It is classified energy-dissipating and shock-absorbing frcition damper and its application method |
| CN111074953A (en) * | 2020-01-16 | 2020-04-28 | 沈阳促晋科技有限公司 | Underground building anti-floating control device |
| CN111364495A (en) * | 2020-03-16 | 2020-07-03 | 白城师范学院 | Anti-frost-heaving and anti-seismic composite foundation structure |
| CN212427252U (en) * | 2020-07-24 | 2021-01-29 | 沈阳促晋科技有限公司 | Underground structure reinforcing system with bearing, anti-seismic and anti-floating capabilities |
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