CN114658125B - Shock insulation support for temporary building cyclic utilization and use method thereof - Google Patents
Shock insulation support for temporary building cyclic utilization and use method thereof Download PDFInfo
- Publication number
- CN114658125B CN114658125B CN202210298579.9A CN202210298579A CN114658125B CN 114658125 B CN114658125 B CN 114658125B CN 202210298579 A CN202210298579 A CN 202210298579A CN 114658125 B CN114658125 B CN 114658125B
- Authority
- CN
- China
- Prior art keywords
- shell
- temporary building
- sand
- reserved
- plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 230000035939 shock Effects 0.000 title claims abstract description 28
- 238000009413 insulation Methods 0.000 title claims abstract description 26
- 125000004122 cyclic group Chemical group 0.000 title claims abstract description 14
- 238000000034 method Methods 0.000 title claims description 16
- 239000004576 sand Substances 0.000 claims abstract description 41
- 238000007789 sealing Methods 0.000 claims abstract description 32
- 230000005540 biological transmission Effects 0.000 claims abstract description 31
- 230000021715 photosynthesis, light harvesting Effects 0.000 claims abstract description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 40
- 239000010959 steel Substances 0.000 claims description 40
- 238000003780 insertion Methods 0.000 claims description 13
- 230000037431 insertion Effects 0.000 claims description 13
- 238000002955 isolation Methods 0.000 claims description 12
- 238000004064 recycling Methods 0.000 claims description 12
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 3
- 229910052782 aluminium Inorganic materials 0.000 claims description 3
- 238000004140 cleaning Methods 0.000 claims description 3
- 230000008878 coupling Effects 0.000 claims 1
- 238000010168 coupling process Methods 0.000 claims 1
- 238000005859 coupling reaction Methods 0.000 claims 1
- 238000011900 installation process Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 6
- 239000010410 layer Substances 0.000 description 14
- 230000000903 blocking effect Effects 0.000 description 5
- 238000001125 extrusion Methods 0.000 description 4
- 238000009435 building construction Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- -1 polyethylene Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 238000010079 rubber tapping Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/58—Construction or demolition [C&D] waste
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a shock insulation support for temporary building cyclic utilization, which comprises a shell, wherein a base plate is clamped on the bottom surface of the shell, a plurality of connecting holes and second reserved jacks are formed in the surface of the base plate along the length direction of the base plate, bolts are fixedly connected in each connecting hole, a rubber pad and an energy dissipation layer are sequentially paved on the surface of the base plate, the rubber pad is arranged close to one side of the base plate, a plurality of force transmission blocks are clamped on the opposite side surfaces of the shell along the length direction of the base plate, and a sealing plate is clamped on the top surface of the shell. When the bottom vibration caused by construction is transmitted to the concrete cushion layer below the temporary building, the part of the force transfer block outside the shell swings up and down, the part inside the shell swings, sand is extruded by the swing trend, and the sand causes the rubber cushion to be locally pressed and deformed so as to consume energy, so that the vibration influence of the construction on the temporary building is reduced.
Description
Technical Field
The invention belongs to the technical field of structural shock insulation equipment, and particularly relates to a shock insulation support for temporary building cyclic utilization, and a use method of the shock insulation support for temporary building cyclic utilization.
Background
The color steel house is often arranged around the building construction site to serve as a temporary office or living place, the color steel house serves as a temporary building to be connected with the ground, and the connection method is simple, and specifically comprises the steps of leveling the site, pouring a concrete cushion layer and connecting a steel beam at the bottom of the color steel house with the concrete cushion layer through bolts. In the using process of the temporary building, vibration generated by building construction can be quickly transmitted to the temporary building, although the vibration intensity is low, the frequency is high, the using experience feeling in the temporary building can be greatly reduced, and no vibration isolation technology is adopted in the conventional temporary building due to cost reasons.
Disclosure of Invention
The invention aims to provide a shock insulation support for temporary building cyclic utilization, which is convenient to install and detach.
Another object of the invention is to provide a method of using the shock insulation support for temporary building recycling.
The technical scheme includes that the shock insulation support for temporary building cyclic utilization comprises a shell, a base plate is clamped on the bottom surface of the shell, a plurality of connecting holes and second reserved insertion holes are formed in the surface of the base plate along the length direction of the base plate, bolts are fixedly connected in each connecting hole, a rubber pad and an energy dissipation layer are sequentially paved on the surface of the base plate, the rubber pad is arranged close to one side of the base plate, a plurality of force transmission blocks are clamped on the opposite side surfaces of the shell along the length direction of the base plate, and a sealing plate is clamped on the top surface of the shell.
The present invention is also characterized in that,
the energy dissipation layer comprises sand which is paved on the surface of the rubber pad.
The force transmission block comprises a force transmission steel plate, a third reserved insertion hole is formed in the surface of the force transmission steel plate, an isolation film is sleeved on the force transmission steel plate, and the isolation film is arranged as a rubber sleeve.
The face of shrouding has offered a plurality of first jack and second connecting hole of reserving along its length direction, and the second connecting hole matches with the bolt.
The opposite side surfaces of the shell are respectively provided with a plurality of preformed holes along the length direction, and the force transmission steel plate is obliquely clamped in the preformed holes.
One side of the force transmission steel plate is arranged in the sand.
The first reserved jack and the second reserved jack are oppositely arranged.
The shell adopts aluminum plate.
The invention adopts another technical scheme that the method for using the shock insulation support for temporary building cyclic utilization comprises the following steps:
step 1, connecting a bolt 4 with a backing plate 5 through a reserved connecting hole 51 in advance;
step 2, arranging a rubber pad 7 above the backing plate 5;
step 3, sleeving the shell 1 around the backing plate 5;
step 4, setting a force transmission block 2, and temporarily fixing the part of the force transmission block 2 exposed out of the shell 1;
step 5, setting sand 6, and compacting the sand 6 in a mode of repeated tapping;
step 6, arranging a sealing plate 3 above the sand 6, and simultaneously arranging a detachable sealing plug for the first reserved jack 31;
step 7, pre-pressing a heavy object on the sealing plate 3, and simultaneously taking down the temporarily fixed part in the step 4;
step 8, pouring concrete cushion layers around the outer side of the shell 1, and then taking down the pre-pressing weight in the step 7;
and 9, fixedly connecting the bolts 4 with the steel pipe beams below the temporary building.
The invention is also characterized in that the specific dismantling process is carried out according to the following steps:
step 1, removing the fixed connection between the bolts 4 and the steel pipe beam below the temporary building, and then removing the temporary building;
step 2, taking out the sealing plug;
step 3, the sealing plate 3 is taken out from the shell 1 by extending an appliance into the first reserved jack 31;
step 4, digging out and cleaning sand 6;
step 5, the device is used for extending into the third reserved insertion hole 211, and the force transmission steel plate 21 is taken out;
step 6, taking out the rubber layer 7;
step 7, the device is used for extending into the second reserved insertion hole 52, the backing plate 5 is taken out of the shell 1, and meanwhile, the bolt 4 is taken out;
and 8, taking out the shell 1 by using the appliance.
The invention has the beneficial effects that the whole shock insulation support is connected with the temporary building through the bolts, when the bottom shock caused by construction is conducted to the concrete cushion layer below the temporary building, the concrete cushion layer and the side edge of the shell can slide slightly, the part of the force transfer block outside the shell can swing up and down, the part of the force transfer block inside the shell can generate a swing trend, the swing trend extrudes sand, the sand causes the rubber pad to be locally pressed and deformed so as to consume energy, thereby reducing the shock influence of construction on the temporary building.
Drawings
FIG. 1 is a schematic view of a structure of a seismic isolation mount for temporary building recycling according to the present invention;
FIG. 2 is a side cross-sectional view of FIG. 1;
FIG. 3 is a main sectional view of FIG. 1;
FIG. 4 is a schematic view of the structure of the housing in the shock insulation support for temporary building recycling according to the present invention;
FIG. 5 is a schematic view of the connection between the housing and the force-transmitting block in the shock-insulating support for temporary building recycling according to the present invention;
FIG. 6 is a top view of FIG. 5;
fig. 7 is a schematic structural view of a force transmitting block in a shock insulation support for temporary building recycling according to the present invention.
In the figure, the shell is 1, the preformed hole is 11, the dowel block is 2, the dowel steel plate is 21, the third preformed jack is 22, the isolating membrane is 3, the sealing plate is 31, the first preformed jack is 4, the bolt is 5, the backing plate is 51, the connecting hole is 52, the second preformed jack is 6, sand is 7, and the rubber pad is arranged.
Detailed Description
The invention will be described in detail below with reference to the drawings and the detailed description.
The invention relates to a shock insulation support for temporary building cyclic utilization and a use method thereof, as shown in fig. 1-3, the shock insulation support comprises a shell 1, wherein a base plate 5 is clamped on the inner bottom surface of the shell 1, a plurality of connecting holes 51 and second reserved jacks 52 are formed in the surface of the base plate 5 along the length direction of the base plate, bolts 4 are fixedly connected in each connecting hole 51, a rubber pad 7 and an energy dissipation layer are vertically and sequentially laid on the surface of the base plate 5, the rubber pad 7 is arranged close to one side of the base plate 5, a plurality of force transmission blocks 2 are respectively clamped on the two opposite side surfaces of the shell 1 along the length direction of the base plate, and a sealing plate 3 is clamped on the top surface of the shell 1.
The second reserved jack 52 is used for facilitating the insertion of a tool into the second reserved jack 52 by directly utilizing a tool at a later stage, so that the bottom end base plate 5 is taken out, a plurality of base plates 5 can be embedded at the bottom of the shell 1, namely, the base plates 5 are spliced by the plurality of base plates 5 for use, and the repeated utilization and installation of the bottom end base plates 5 are facilitated. In the process of dismantling the support, when the force transmission block 2 is taken out, only binding force exists between the shell 1 and the concrete, so that the shell 1 is conveniently separated from the concrete, and the shell 1 is taken out. The housing 1 can also act directly as a waterproof protective layer for the support, preventing the support internals from being attacked by the moisture in the concrete.
Holes penetrating through the bolts 4 are preset in the rubber pads 7, a plurality of rubber pads 7 are arranged in the shell 1, namely the rubber pads 7 are spliced by the plurality of rubber pads 7 for use, the rubber pads 7 are convenient to recycle and install, the splice between the rubber pads 7 cannot be located above the second reserved jacks 52, otherwise sand 6 can leak into the second reserved jacks 52, and the compaction state of the sand 6 is weakened.
The energy dissipation layer comprises sand 6, and the sand 6 is paved on the surface of the rubber pad 7.
As shown in fig. 4 to 7, the force transfer block 2 comprises a force transfer steel plate 21, a third reserved insertion hole 211 is formed in the plate surface of the force transfer steel plate 21, an isolation film 22 is sleeved on the force transfer steel plate 21, the isolation film 22 is a rubber sleeve or a polyethylene product, and the isolation film 22 has the function of preventing the force transfer steel plate 21 from being directly contacted with concrete, so that the force transfer steel plate 21 is prevented from being bonded with the concrete, and the later force transfer steel plate 21 is difficult to take out. In order to prevent the insulating film 22 from being directly damaged under the extrusion of the concrete and the force-transmitting steel plate 21, the edges of the force-transmitting steel plate 21 are provided with rounded corners.
The face of shrouding 3 has offered a plurality of first jack 31 and the second connecting hole of reserving along its length direction, and the second connecting hole matches with bolt 4.
The first reserved jack 31 is convenient for taking out the sealing plate 3 by a tool at a later stage, and realizes cyclic utilization of the sealing plate 3. The upper part of the sealing plate 3 is used for setting a steel pipe beam of a temporary building at a later stage, the bolts 4 are connected with the steel pipe beam in a bolt way, and the section width of the sealing plate 3 is not smaller than the width of the contact surface of the steel pipe beam, so that the steel pipes Liang Hezai are all supported on the sealing plate 3. The top elevation of the sealing plate 3 may be suitably lower than the top elevation of the housing 1, in order to prevent the sealing plate 3 from being lifted by the up-and-down swinging force transfer block 2, resulting in gaps between the peripheral end of the sealing plate 3 and the housing 1, and thus in exposure of a portion of the sand 6.
The opposite side surfaces of the shell 1 are respectively provided with a plurality of preformed holes 11 along the length direction, and the force transmission steel plate 21 is obliquely clamped in the preformed holes 11. The preformed holes 11 are square preformed holes, and the projections of the preformed holes 11 on the two sides on one long side are arranged in a crossing manner, so that the force transmission block 2 can be conveniently inserted into the square preformed holes 11, and the force transmission block 2 can be conveniently taken out at a later stage. The force transfer block 2 is obliquely arranged, and the force transfer block 2 is not blocked by the shell 1 when moving in parallel along the oblique direction, so that the force transfer block 2 can be taken out at a later stage.
One side of the force transmission steel plate 21 is arranged in the sand 6.
The first reserved insertion hole 31 and the second reserved insertion hole 52 are coaxially arranged.
The housing 1 is made of an aluminum plate.
Because the steel pipe beam at the lower part of the temporary building is generally in a 'well' -shaped form, the shock insulation supports can also be arranged in an L shape, and the corners of the L-shaped shock insulation supports are arranged at the lower part of the corner areas of the steel pipe beam at the lower part of the temporary building.
The invention relates to a using method of a shock insulation support for temporary building cyclic utilization, which comprises the following steps of:
s1: the bolt 4 is connected with the backing plate 5 through the reserved connecting hole 51 in advance;
s11: the base plate 5 is mounted at a preset position in a blocking mode;
s2: a rubber pad 7 is arranged above the backing plate 5;
s3: the shell 1 is sleeved around the backing plate 5;
s4: setting a force transmission block 2, and temporarily fixing the part of the force transmission block 2 exposed out of the shell 1;
s5: setting sand 6, and compacting the sand 6 for multiple times in a flicking mode;
s6: a sealing plate 3 is arranged above the sand 6, and meanwhile, a detachable sealing plug is arranged on the first reserved jack 31;
s7: pre-pressing a heavy object on the sealing plate 3, and simultaneously taking down the temporary fixing in the step S4;
s8: pouring concrete cushion layers around the outer side of the shell 1, and then taking down the pre-pressing weight in the S7;
s9: and fixedly connecting the bolts 4 with the steel pipe beams below the temporary building.
In S6, the first reserved jack 31 is sealed and plugged in a detachable mode, so that sand 6 is extruded out of the first reserved jack 31 in the swing process of the force transmission block 2, the extrusion strength between soil bodies in the sand 6 is reduced, and the extrusion capacity of the sand 6 to the rubber layer 7 is reduced. Threads can be arranged in the first reserved jack 31, a nut sealing and blocking mode can be adopted for sealing and blocking in S6, and blocking objects can be enabled to partially extend into the sand 6 during blocking, so that the extrusion strength between soil bodies is further enhanced.
In S7, the prepressing weight is used for fixing the part of the force transfer block 2, which is positioned in the shell 1, through compacting sand 6, so that when the concrete cushion is poured in S8, the concrete interferes with the force transfer block 2, the position of the force transfer block 2 is changed, and the later-stage force transfer block 2 is difficult to take out.
The invention relates to a using method of a shock insulation support for temporary building cyclic utilization, which comprises the following steps of:
a1: removing the fixed connection between the bolts 4 and the steel pipe beam below the temporary building, and then removing the temporary building;
a2: taking out the sealing plug in the S6;
a3: the sealing plate 3 is taken out of the shell 1 by extending the appliance into the first reserved jack 31;
a4: digging out and cleaning sand 6;
a5: the tool is extended into the third reserved insertion hole 211, and the force transmission steel plate 21 is taken out;
a6: taking out the rubber layer 7;
a7: the tool is inserted into the second reserved insertion hole 52, the backing plate 5 is taken out of the shell 1, and the bolt 4 is taken out;
a8: the housing 1 is removed by means of an appliance.
The invention relates to a shock insulation support for temporary building cyclic utilization, which comprises the following working principles:
the sand 6 is characterized by high compressive strength, but weak shearing strength, so the sand 6 is jointly wrapped by the shell 1, the rubber pad 7 and the sealing plate 3, the sand 6 can only generate deformation trend in the space which is completely wrapped around, and the force transmitted to the sand 6 by the force transmission block 2 can finally cause the sand 6 and the rubber pad 7 to be extruded. The bolts 4 connect the entire vibration isolation mount to the temporary building so that the device and concrete pad can be used as two parts that are relatively independent. Therefore, when the ground vibration caused by construction is transmitted to the concrete cushion layer below the temporary building, as the part of the force transfer block 2 exposed out of the shell 1 is embedded with concrete, the part of the force transfer block 2 exposed out of the shell 1 swings up and down, the part of the force transfer block 2 in the shell 1 takes the shell 1 as a fulcrum and also generates a swinging trend, the swinging trend of the force transfer block 2 in the shell 1 can squeeze sand 6, and the sand 6 can cause the rubber pad 7 to be locally pressed and deformed to consume energy due to the fact that the sand 6 is limited by the shell 1, the rubber pad 7 and the top end sealing plate 3, so that the vibration influence of the construction on the temporary building is reduced.
Claims (8)
1. The utility model provides a shock insulation support for interim building cyclic utilization, its characterized in that, including shell (1), the bottom surface joint of shell (1) has backing plate (5), a plurality of connecting holes (51) and second reserved jack (52) have been seted up along its length direction to the face of backing plate (5), every rigid coupling has bolt (4) in connecting hole (51), rubber pad (7) and energy dissipation layer have been laid in proper order to the face of backing plate (5), rubber pad (7) are close to backing plate (5) one side setting, the opposite both sides face of shell (1) has a plurality of biography power blocks (2) along its length direction joint respectively, the top surface joint of shell (1) has shrouding (3);
the force transmission block (2) comprises a force transmission steel plate (21), a third reserved insertion hole (211) is formed in the plate surface of the force transmission steel plate (21), an isolation film (22) is sleeved on the force transmission steel plate (21), and the isolation film (22) is a rubber sleeve;
the face of shrouding (3) has seted up a plurality of first jack (31) and second connecting hole of reserving along its length direction, the second connecting hole matches with bolt (4).
2. A shock insulation support for temporary building recycling according to claim 1, characterized in that the energy dissipation layer comprises sand (6), the sand (6) being laid on the surface of the rubber pad (7).
3. The shock insulation support for temporary building recycling according to claim 1, wherein a plurality of reserved holes (11) are respectively formed in opposite side surfaces of the shell (1) along the length direction of the shell, and the force transmission steel plate (21) is obliquely clamped in the reserved holes (11).
4. A shock insulation support for temporary building recycling according to claim 1, characterized in that one side of the force transmission steel plate (21) is arranged in sand (6).
5. A seismic isolation support for temporary building recycling according to claim 1, wherein the first reserved insertion hole (31) and the second reserved insertion hole (52) are coaxially arranged.
6. A seismic isolation support for temporary building recycling according to claim 1, characterized in that the casing (1) is made of aluminum plate.
7. The method of using a shock insulation support for temporary building recycling according to claim 1, wherein the specific installation process is performed according to the following steps:
step 1, connecting a bolt (4) with a backing plate (5) through a reserved connecting hole (51) in advance;
step 2, arranging a rubber pad (7) above the base plate (5);
step 3, sleeving the shell (1) around the backing plate (5);
step 4, setting a force transmission block (2), and temporarily fixing the part of the force transmission block (2) exposed out of the shell (1);
step 5, setting sand (6), and compacting the sand (6) in a repeated flicking mode;
step 6, arranging a sealing plate (3) above the sand (6), and simultaneously arranging a detachable sealing plug for the first reserved jack (31);
step 7, pre-pressing a heavy object on the sealing plate (3), and simultaneously taking down the temporarily fixed part in the step 4;
step 8, pouring concrete cushion layers around the outer side of the shell (1), and then taking down the pre-pressing weight in the step 7;
and 9, fixedly connecting the bolts (4) with the steel pipe beams below the temporary building.
8. The method of using a shock insulation support for temporary building recycling according to claim 7, wherein the specific dismantling process is performed according to the following steps:
step 1, removing the fixed connection between the bolts (4) and the steel tube beam below the temporary building, and then removing the temporary building;
step 2, taking out the sealing plug;
step 3, extending the sealing plate (3) into the first reserved jack (31) by using the appliance, and taking out the sealing plate (3) from the shell (1);
step 4, digging out and cleaning sand (6);
step 5, stretching the tool into a third reserved jack (211) to take out the force transmission steel plate (21);
step 6, taking out the rubber pad (7);
step 7, stretching into a second reserved jack (52) by using an appliance, taking out the backing plate (5) from the shell (1), and taking out the bolt (4);
and 8, taking out the shell (1) by using the appliance.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210298579.9A CN114658125B (en) | 2022-03-24 | 2022-03-24 | Shock insulation support for temporary building cyclic utilization and use method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210298579.9A CN114658125B (en) | 2022-03-24 | 2022-03-24 | Shock insulation support for temporary building cyclic utilization and use method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN114658125A CN114658125A (en) | 2022-06-24 |
| CN114658125B true CN114658125B (en) | 2023-09-05 |
Family
ID=82031984
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210298579.9A Active CN114658125B (en) | 2022-03-24 | 2022-03-24 | Shock insulation support for temporary building cyclic utilization and use method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN114658125B (en) |
Citations (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06229141A (en) * | 1993-02-02 | 1994-08-16 | Shimizu Corp | Construction method for base-isolated building |
| JPH10220067A (en) * | 1997-02-10 | 1998-08-18 | Yokohama Rubber Co Ltd:The | Base isolation structure in detached house |
| JP2001020558A (en) * | 1999-07-09 | 2001-01-23 | Yasuhiro Kawachi | Base isolation structure of building |
| JP2001355350A (en) * | 2000-06-14 | 2001-12-26 | Kazuhiro Ishide | Seismic isolation construction for detached house |
| JP2002038761A (en) * | 2000-07-26 | 2002-02-06 | Sekisui House Ltd | Seismically isolated residence |
| JP2003172046A (en) * | 2001-12-05 | 2003-06-20 | Dps Bridge Works Co Ltd | Floor board for base isolation building and base isolation structuralization method of the existing building used thereof |
| JP2007056552A (en) * | 2005-08-25 | 2007-03-08 | Seiji Kawaguchi | Aseismatic building |
| CN101343956A (en) * | 2008-08-28 | 2009-01-14 | 刘吉彬 | Shockproof house and uses and method thereof |
| KR20120097261A (en) * | 2011-02-24 | 2012-09-03 | 한국기술교육대학교 산학협력단 | Method for constructing partition wall having seismic control |
| CN207567956U (en) * | 2017-12-08 | 2018-07-03 | 肇庆科达轻钢房屋系统有限公司 | A kind of multi-deck container movable plank house |
| CN211690780U (en) * | 2019-10-24 | 2020-10-16 | 金寨县振峰钢构有限公司 | Shockproof steel structure board room |
| CN111997412A (en) * | 2020-08-18 | 2020-11-27 | 湖南创一建设工程有限公司 | Structure is built to antidetonation room |
| CN213015663U (en) * | 2020-07-11 | 2021-04-20 | 辽宁汇金节能建材科技有限公司 | Resistance to compression shaped steel structure assembled house |
| CN213143974U (en) * | 2020-06-23 | 2021-05-07 | 胜利油田同邦石油工程服务有限责任公司 | Safe anti-seismic movable house for petroleum engineering |
| CN214574822U (en) * | 2021-03-23 | 2021-11-02 | 河北一木集成房屋科技有限公司 | Various steel shock-absorbing structure for prefabricated house |
| CN214697090U (en) * | 2021-02-22 | 2021-11-12 | 宁波万基建设有限公司 | Novel box-type modular combined house building structure |
| CN216405810U (en) * | 2021-10-25 | 2022-04-29 | 王长志 | Be used for shock-resistant and good room of stability to build major structure |
| CN216446179U (en) * | 2021-12-03 | 2022-05-06 | 柳州市兴泰金属结构制造有限公司 | Shockproof steel structure portable house |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP2815037A4 (en) * | 2012-02-17 | 2015-12-02 | Lifting Point Pty Ltd | Height adjustable shipping container |
-
2022
- 2022-03-24 CN CN202210298579.9A patent/CN114658125B/en active Active
Patent Citations (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06229141A (en) * | 1993-02-02 | 1994-08-16 | Shimizu Corp | Construction method for base-isolated building |
| JPH10220067A (en) * | 1997-02-10 | 1998-08-18 | Yokohama Rubber Co Ltd:The | Base isolation structure in detached house |
| JP2001020558A (en) * | 1999-07-09 | 2001-01-23 | Yasuhiro Kawachi | Base isolation structure of building |
| JP2001355350A (en) * | 2000-06-14 | 2001-12-26 | Kazuhiro Ishide | Seismic isolation construction for detached house |
| JP2002038761A (en) * | 2000-07-26 | 2002-02-06 | Sekisui House Ltd | Seismically isolated residence |
| JP2003172046A (en) * | 2001-12-05 | 2003-06-20 | Dps Bridge Works Co Ltd | Floor board for base isolation building and base isolation structuralization method of the existing building used thereof |
| JP2007056552A (en) * | 2005-08-25 | 2007-03-08 | Seiji Kawaguchi | Aseismatic building |
| CN101343956A (en) * | 2008-08-28 | 2009-01-14 | 刘吉彬 | Shockproof house and uses and method thereof |
| KR20120097261A (en) * | 2011-02-24 | 2012-09-03 | 한국기술교육대학교 산학협력단 | Method for constructing partition wall having seismic control |
| CN207567956U (en) * | 2017-12-08 | 2018-07-03 | 肇庆科达轻钢房屋系统有限公司 | A kind of multi-deck container movable plank house |
| CN211690780U (en) * | 2019-10-24 | 2020-10-16 | 金寨县振峰钢构有限公司 | Shockproof steel structure board room |
| CN213143974U (en) * | 2020-06-23 | 2021-05-07 | 胜利油田同邦石油工程服务有限责任公司 | Safe anti-seismic movable house for petroleum engineering |
| CN213015663U (en) * | 2020-07-11 | 2021-04-20 | 辽宁汇金节能建材科技有限公司 | Resistance to compression shaped steel structure assembled house |
| CN111997412A (en) * | 2020-08-18 | 2020-11-27 | 湖南创一建设工程有限公司 | Structure is built to antidetonation room |
| CN214697090U (en) * | 2021-02-22 | 2021-11-12 | 宁波万基建设有限公司 | Novel box-type modular combined house building structure |
| CN214574822U (en) * | 2021-03-23 | 2021-11-02 | 河北一木集成房屋科技有限公司 | Various steel shock-absorbing structure for prefabricated house |
| CN216405810U (en) * | 2021-10-25 | 2022-04-29 | 王长志 | Be used for shock-resistant and good room of stability to build major structure |
| CN216446179U (en) * | 2021-12-03 | 2022-05-06 | 柳州市兴泰金属结构制造有限公司 | Shockproof steel structure portable house |
Also Published As
| Publication number | Publication date |
|---|---|
| CN114658125A (en) | 2022-06-24 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN114658125B (en) | Shock insulation support for temporary building cyclic utilization and use method thereof | |
| CN212021120U (en) | Be used for prefabricated column bottom of prefabricated building to reserve grout seam shutoff mould | |
| CN109695452B (en) | Single-layer shaft capable of axially yielding and construction method thereof | |
| CN108797842A (en) | Seismic shear wall and its construction method | |
| CN111549888A (en) | Prefabricated assembly type drainage inspection well and construction method thereof | |
| CN207244672U (en) | A kind of dewatering well well lid assembly that can be born large-tonnage vehicle and roll | |
| CN215857880U (en) | Novel joint box top is dialled device | |
| CN207597394U (en) | The horizontally-spliced structure of coercion underground continuous wall | |
| CN113738016B (en) | Building concrete slab with honeycomb sound insulation structure | |
| CN214834052U (en) | Column base system convenient for hoisting and fixing steel column | |
| CN113028139B (en) | Combined type connector of rain and sewage pipe and construction method | |
| CN209975578U (en) | Prefabricated utility tunnel of three cabin symmetries | |
| CN106948461B (en) | Integrated wellhead module device and modular multifunctional inspection well | |
| CN111560982A (en) | Installation method of cable prefabricated well | |
| CN211898521U (en) | Transformer substation's foundation construction template | |
| CN215802676U (en) | Reinforced concrete column | |
| CN214193999U (en) | Road and bridge crack repairing structure | |
| CN213740389U (en) | Energy-saving assembled road plate | |
| CN221219750U (en) | Mould for horizontal mortar joint | |
| CN217128308U (en) | A cut-off wall for loess abrupt slope long distance pipeline | |
| CN204510819U (en) | A kind of splicing sleeve assembly | |
| CN215888651U (en) | Assembled building sealing waterproof device | |
| CN212153782U (en) | A instrumentization removes acoustic baffle for job site falls makes an uproar | |
| CN112376622B (en) | Post-cast strip retaining device and construction method for reinforcing post-cast strip template | |
| CN218407464U (en) | Steel protects a quick connecting device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Li Dong Inventor after: Wei Feng Inventor after: Guo Lei Inventor before: Li Dong Inventor before: Wei Feng Inventor before: Guo Lei |
|
| GR01 | Patent grant | ||
| GR01 | Patent grant |