CN114658125A - Shock insulation support for recycling temporary building and use method thereof - Google Patents
Shock insulation support for recycling temporary building and use method thereof Download PDFInfo
- Publication number
- CN114658125A CN114658125A CN202210298579.9A CN202210298579A CN114658125A CN 114658125 A CN114658125 A CN 114658125A CN 202210298579 A CN202210298579 A CN 202210298579A CN 114658125 A CN114658125 A CN 114658125A
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- shell
- plate
- temporary building
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- force transmission
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- 238000004064 recycling Methods 0.000 title claims abstract description 27
- 230000035939 shock Effects 0.000 title claims abstract description 27
- 238000009413 insulation Methods 0.000 title claims abstract description 24
- 238000000034 method Methods 0.000 title claims description 16
- 239000002689 soil Substances 0.000 claims abstract description 29
- 230000005540 biological transmission Effects 0.000 claims abstract description 28
- 238000007789 sealing Methods 0.000 claims abstract description 22
- 230000021715 photosynthesis, light harvesting Effects 0.000 claims abstract description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 41
- 239000010959 steel Substances 0.000 claims description 41
- 238000003780 insertion Methods 0.000 claims description 21
- 230000037431 insertion Effects 0.000 claims description 21
- 238000002955 isolation Methods 0.000 claims description 21
- 239000004576 sand Substances 0.000 claims description 15
- 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
- 125000004122 cyclic group Chemical group 0.000 claims description 2
- 238000011900 installation process Methods 0.000 claims description 2
- 238000004891 communication Methods 0.000 claims 1
- 230000008878 coupling Effects 0.000 claims 1
- 238000010168 coupling process Methods 0.000 claims 1
- 238000005859 coupling reaction Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 6
- 230000006835 compression Effects 0.000 abstract description 4
- 238000007906 compression Methods 0.000 abstract description 4
- 238000005265 energy consumption Methods 0.000 abstract description 2
- 239000010410 layer Substances 0.000 description 15
- 230000000694 effects Effects 0.000 description 4
- 238000001125 extrusion Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000009435 building construction Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000003825 pressing Methods 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000031016 anaphase Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002452 interceptive effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 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
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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
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- 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 recycling of temporary buildings, which comprises a shell, wherein a base plate is clamped on the bottom surface of the shell, a plurality of connecting holes and a second reserved inserting hole are formed in the plate surface of the base plate along the length direction of the base plate, a bolt is fixedly connected in each connecting hole, a rubber pad and an energy dissipation layer are sequentially paved on the plate 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 respectively clamped on two opposite side surfaces of the shell along the length direction of the shell, and a sealing plate is clamped on the top surface of the shell. The whole shock insulation support is connected with the temporary building through the bolts, when bottom surface shock caused by construction is transmitted to a concrete cushion layer below the temporary building, the part of the force transmission block outside the shell can swing up and down, the part inside the shell can swing, sandy soil is extruded by the swinging trend, the local compression deformation of the rubber cushion caused by the sandy soil is further reduced, and therefore energy consumption is further reduced, and the shock influence of the construction on the temporary building is further 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 recycling of a temporary building, and a using method of the shock insulation support for recycling of the temporary building.
Background
Various steel houses are often arranged around the building construction site as temporary office or living places, the various steel houses are connected with the ground as temporary buildings, the connection method is simple, and specifically, the various steel houses are sequentially connected with a concrete cushion layer through a flat site, a concrete cushion layer and steel beams at the bottom of the various steel houses through bolts. In the using process of the temporary building, vibration generated by building construction can be rapidly transmitted to the temporary building, although the vibration is low in strength and high in frequency, the using experience in the temporary building can be greatly reduced, and the conventional temporary building does not adopt any shock insulation technology due to cost reasons.
Disclosure of Invention
The invention aims to provide a shock insulation support for recycling of temporary buildings, which is convenient to mount and dismount.
The invention further aims to provide a using method of the seismic isolation support for recycling of temporary buildings.
The invention adopts the technical scheme that the shock insulation support for recycling the temporary building comprises a shell, wherein a base plate is clamped on the bottom surface of the shell, a plurality of connecting holes and a second reserved inserting hole are formed in the plate surface of the base plate along the length direction of the base plate, a bolt is fixedly connected in each connecting hole, a rubber pad and an energy dissipation layer are sequentially laid on the plate 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 respectively clamped on the two opposite side surfaces of the shell along the length direction of the shell, 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 sandy soil, and the sandy soil is paved on the surface of the rubber pad.
The biography power piece is including passing the power steel sheet, and the face that passes the power steel sheet is seted up the third and is reserved the jack, passes power steel sheet cover and has isolated film, and isolated film sets up to the rubber sleeve.
The face of shrouding has seted up a plurality of first jacks and second connecting hole of reserving along its length direction, and second connecting hole and bolt phase-match.
The opposite side of the shell is 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 sandy soil.
The first reserved jack and the second reserved jack are arranged oppositely.
The shell is made of aluminum plate.
The invention adopts another technical scheme that a using method of a shock insulation support for temporary building recycling is implemented 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 3, sleeving the shell 1 around the base plate 5;
step 4, arranging a force transfer block 2, and temporarily fixing the part of the force transfer block 2 exposed out of the shell 1;
step 5, setting sandy soil 6, and compacting the sandy soil 6 by adopting a mode of multiple times and flicking;
step 6, arranging a sealing plate 3 above the sandy soil 6, and arranging a detachable sealing plug for the first reserved insertion hole 31;
step 7, prepressing a heavy object on the sealing plate 3, and simultaneously taking down the part temporarily fixed in the step 4;
step 8, pouring a concrete cushion layer around the outer side of the shell 1, and then taking down the pre-pressed weight in the step 7;
and 9, fixedly connecting the bolt 4 with a steel pipe beam below the temporary building.
Another feature of the present invention is that the specific dismantling process is carried out according to the following steps:
step 1, removing the fixed connection between the bolt 4 and a steel pipe beam below the temporary building, and then removing the temporary building;
step 3, extending an appliance into the first reserved insertion hole 31, and taking the sealing plate 3 out of the shell 1;
step 4, digging out and cleaning sand 6;
step 5, extending the tool into the third reserved insertion hole 211, and taking out the force transmission steel plate 21;
step 6, taking out the rubber layer 7;
step 7, extending the appliance into the second reserved insertion hole 52, taking the backing plate 5 out of the shell 1, and taking out the bolt 4 at the same time;
and 8, taking out the shell 1 by using the tool.
The shock insulation support for recycling the temporary building has the advantages that the whole shock insulation support is connected with the temporary building through bolts, when bottom surface shock caused by construction is transmitted to a concrete cushion layer below the temporary building, the concrete cushion layer and the side edge of the shell can slightly slide, the part of the force transmission block outside the shell can swing up and down, the part inside the shell can swing to extrude sandy soil, the sandy soil causes the local compression deformation of the rubber pad to consume energy, the shock insulation support further reduces the shock effect of the construction on the temporary building, and in addition, each part of the shock insulation support is low in cost and easy to obtain, is convenient to install and disassemble, can play a good shock insulation and energy dissipation effect, and is suitable for mass production.
Drawings
FIG. 1 is a schematic structural diagram of a seismic isolation bearing for temporary building recycling of the invention;
FIG. 2 is a side sectional view of FIG. 1;
FIG. 3 is a main sectional view of FIG. 1;
FIG. 4 is a schematic structural diagram of a housing in a seismic isolation bearing for temporary building recycling according to the invention;
FIG. 5 is a schematic view of a connection structure of a housing and a force transmission block in the seismic isolation support for temporary building recycling of the invention;
FIG. 6 is a top view of FIG. 5;
FIG. 7 is a schematic structural diagram of a force transmission block in a seismic isolation support for temporary building recycling.
In the figure, 1, a shell, 11, a reserved hole, 2, a force transmission block, 21, a force transmission steel plate, 211, a third reserved insertion hole, 22, an isolation film, 3, a sealing plate, 31, a first reserved insertion hole, 4, a bolt, 5, a backing plate, 51, a connecting hole, 52, a second reserved insertion hole, 6, sandy soil and 7 rubber pads.
Detailed Description
The present invention will be described in detail below with reference to the accompanying drawings and specific embodiments.
The invention relates to a shock insulation support for recycling temporary buildings and a using method thereof, as shown in figure 1-3, the shock insulation support comprises a shell 1, a base plate 5 is clamped on the inner bottom surface of the shell 1, a plurality of connecting holes 51 and second reserved inserting holes 52 are formed in the plate surface of the base plate 5 along the length direction of the base plate, a bolt 4 is fixedly connected into each connecting hole 51, a rubber pad 7 and an energy dissipation layer are sequentially paved on the plate surface of the base plate 5 in a vertical and upward mode, the rubber pad 7 is arranged close to one side of the base plate 5, a plurality of force transmission blocks 2 are clamped on two opposite side surfaces of the shell 1 along the length direction of the shell, and a sealing plate 3 is clamped on the top surface of the shell 1.
The effect that jack 52 was reserved to the second is for the convenience later stage directly utilizes the instrument to insert second and reserves jack 52 to take out bottom end backing plate 5, but shell 1 bottom gomphosis sets up a plurality of backing plates 5, and backing plate 5 is used by a plurality of backing plates 5 concatenation promptly, the reuse and the installation of bottom end backing plate 5 of being convenient for. In the process of dismantling the support, when the force transmission block 2 is taken out, only adhesive force exists between the shell 1 and concrete, so that the shell 1 is conveniently separated from the concrete, and the shell 1 is taken out. The housing 1 can also directly act as a waterproof protective layer for the support, preventing the support internals from being attacked by the moisture in the concrete.
The hole that passes bolt 4 is preset in rubber pad 7, and the inside a plurality of rubber pads 7 that set up of shell 1, rubber pad 7 is used by the concatenation of a plurality of rubber pads 7 promptly, and the reuse and the installation of rubber pad 7 of being convenient for, and the piece between the rubber layer 7 can not be located the second and reserves the top of jack 52, and nevertheless sandy soil 6 may leak into the second and reserve jack 52, and then leads to the crowded real state of sandy soil 6 to be weakened.
The energy dissipation layer comprises sandy soil 6, and the sandy soil 6 is paved on the surface of the rubber pad 7.
As shown in fig. 4-7, the force transmission block 2 includes a force transmission steel plate 21, a third reserved insertion hole 211 is formed in the surface of the force transmission steel plate 21, an isolation film 22 is sleeved on the force transmission steel plate 21, the isolation film 22 is a rubber sleeve or a polyethylene product, and the isolation film 22 is used for preventing the force transmission steel plate 21 from directly contacting with concrete and preventing the force transmission steel plate 21 from being bonded with the concrete, so that the force transmission steel plate 21 is difficult to take out in a later period. In order to prevent the insulation film 22 from being damaged directly under the compression of the concrete with the force transfer steel plate 21, the edges of the force transfer steel plate 21 are rounded.
The face of shrouding 3 has seted up a plurality of first jacks 31 and second connecting hole of reserving along its length direction, and the second connecting hole matches with bolt 4.
The effect of first reservation jack 31 is the later stage of being convenient for and utilizes the instrument to take out shrouding 3, realizes 3 cyclic utilization of shrouding. 3 upper portion anaphase of shrouding is used for setting up the steel tubular beam of interim building, and bolt 4 and steel tubular beam bolted connection, the cross-section width of shrouding 3 should not be less than the steel tubular beam rather than the width of contact surface, and this is in order to let the whole supports of steel tubular beam load on shrouding 3. The top elevation of shrouding 3 can suitably be less than the top elevation of shell 1, and this is for preventing shrouding 3 from being perk by the power piece 2 of luffing motion, leading to shrouding 3 tip all around and shell 1 to produce the clearance to lead to partial sand 6 to expose.
The opposite side of shell 1 has seted up a plurality of preformed holes 11 along its length direction respectively, passes in power steel sheet 21 slope joint and the preformed hole 11. Preformed hole 11 is square preformed hole, and the projection of the preformed hole 11 on a long limit of two sides is alternately arranged, and this is for being convenient for insert from square preformed hole 11 and pass power piece 2, still is convenient for the later stage to take out simultaneously and passes power piece 2. 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 is convenient to take out in the later period.
One side of the force transmission steel plate 21 is arranged in the sandy soil 6.
The first reserved socket 31 and the second reserved socket 52 are coaxially arranged.
The housing 1 is made of aluminum plate.
Because the steel pipe beam at the lower part of the temporary building is generally in a shape like a Chinese character 'jing', the vibration isolation support can also be arranged in an L shape, and the corner of the L-shaped vibration isolation support is arranged at the lower part of the corner area 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 recycling of a temporary building, which is implemented according to the following steps in the specific installation process:
s1: the bolt 4 is connected with the backing plate 5 in advance through a reserved connecting hole 51;
s11: mounting the backing plate 5 at a predetermined position in blocks;
s2: a rubber pad 7 is arranged above the backing plate 5;
s3: sleeving the shell 1 around the base plate 5;
s4: arranging a force transfer block 2, and temporarily fixing the part of the force transfer block 2 exposed out of the shell 1;
s5: setting sandy soil 6, and compacting the sandy soil 6 by adopting a mode of multiple times and flicking;
s6: a sealing plate 3 is arranged above the sandy soil 6, and a detachable sealing plug is arranged on the first reserved insertion hole 31;
s7: prepressing a weight on the sealing plate 3, and simultaneously taking down the temporary fixing in S4;
s8: pouring a concrete cushion layer around the outer side of the shell 1, and then taking down the pre-pressed weight in S7;
s9: and fixedly connecting the bolt 4 with a steel pipe beam below the temporary building.
In the S6, the first reserved insertion hole 31 is sealed and blocked in a detachable manner, so as to prevent the sand 6 from being extruded out from the first reserved insertion hole 31 in the swinging process of the force transfer block 2, thereby causing the extrusion strength between soil bodies inside the sand 6 to be reduced, and further causing the extrusion capacity of the sand 6 on the rubber layer 7 to be reduced. The first reserved insertion hole 31 can be internally provided with threads, a nut sealing and plugging mode can be adopted for sealing and plugging in S6, and plugging objects can partially extend into the sandy soil 6 during plugging so as to further strengthen the extrusion strength between soil bodies.
The pre-pressing weight in the S7 is used for fixing the part, located inside the shell 1, of the force transfer block 2 by pressing the sand 6, so that when a concrete cushion is poured in the S8, concrete is prevented from interfering with the force transfer block 2, the position of the force transfer block 2 is changed, and the force transfer block 2 is difficult to take out in the later period.
The invention relates to a using method of a shock insulation support for recycling a temporary building, which comprises the following steps of:
a1: the bolt 4 is released from the fixed connection with the steel pipe beam below the temporary building, and then the temporary building is moved away;
a2: taking out the product from S6 and sealing and blocking;
a3: the closing plate 3 is taken out from the shell 1 by extending a tool into the first reserved insertion hole 31;
a4: digging out and cleaning sand 6;
a5: the force transmission steel plate 21 is taken out by extending the tool into the third reserved insertion hole 211;
a6: taking out the rubber layer 7;
a7: the backing plate 5 is taken out of the shell 1 by means of the appliance extending into the second reserved insertion hole 52, and the bolt 4 is taken out at the same time;
a8: the housing 1 is removed with the appliance.
The working principle of the shock insulation support for recycling the temporary building is as follows:
the characteristics of sand 6 are that compressive strength is high, but shear strength is weak, so wrap up sand 6 by shell 1, rubber pad 7 and shrouding 3 jointly for sand 6 can only be produced the deformation trend in the space of being wrapped up completely all around, pass power piece 2 and transmit the power that gives sand 6 and finally can make sand 6 and rubber pad 7 produce the extrusion. Bolts 4 connect the entire isolation bearing to the temporary structure so that the device and the concrete pad can be made as two relatively independent parts. Therefore, when ground vibration caused by construction is transmitted to a concrete cushion layer below a temporary building, the part of the force transfer block 2 exposed outside the shell 1 is embedded with concrete, so that the part of the force transfer block 2 exposed outside the shell 1 can swing up and down, the part of the force transfer block 2 inside the shell 1 takes the shell 1 as a fulcrum, a swinging trend is generated, the swinging trend of the force transfer block 2 inside the shell 1 can extrude sandy soil 6, the sandy soil 6 is limited by the shell 1, the rubber pad 7 and the top end sealing plate 3 together, and the sandy soil 6 can cause local compression deformation of the rubber pad 7, so that energy consumption is reduced, and the vibration influence of the construction on the temporary building is further reduced.
Claims (10)
1. The utility model provides a shock insulation support for interim building cyclic utilization, a serial communication port, includes shell (1), the bottom surface joint of shell (1) has backing plate (5), a plurality of connecting holes (51) and second reservation jack (52), every have been seted up along its length direction to the face of backing plate (5) the 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 and set up, the relative both sides face of shell (1) has a plurality of biography power pieces (2) along its length direction joint respectively, the top surface joint of shell (1) has shrouding (3).
2. A seismic isolation bearing for temporary building recycling according to claim 1, characterized in that the energy dissipation layer comprises sand (6), and the sand (6) is laid on the surface of the rubber mat (7).
3. The seismic isolation bearing for temporary building recycling according to claim 1, wherein 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.
4. The seismic isolation bearing for recycling of temporary buildings according to claim 1, wherein the plate surface of the sealing plate (3) is provided with a plurality of first reserved insertion holes (31) and second connecting holes along the length direction, and the second connecting holes are matched with the bolts (4).
5. The shock insulation support used for temporary building recycling according to claim 1, wherein 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 plates (21) are obliquely clamped in the preformed holes (11).
6. A seismic isolation bearing for temporary building recycling according to claim 3, wherein one side of the force-transmitting steel plate (21) is placed in sandy soil (6).
7. A seismic isolation mount for temporary building recycling according to claim 4, wherein the first reserved socket (31) and the second reserved socket (52) are coaxially arranged.
8. Vibration-isolated mount for temporary building recycling according to claim 1, characterized in that the housing (1) is made of aluminum plate.
9. The use method of the seismic isolation bearing for temporary building recycling according to claim 1, wherein the specific installation process is implemented 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 backing plate 5;
step 3, sleeving the shell 1 around the base plate 5;
step 4, arranging a force transfer block 2, and temporarily fixing the part of the force transfer block 2 exposed out of the shell 1;
step 5, setting sandy soil 6, and compacting the sandy soil 6 by adopting a mode of multiple times and flicking;
step 6, arranging a sealing plate 3 above the sandy soil 6, and arranging a detachable sealing plug on the first reserved insertion hole 31;
step 7, prepressing a heavy object on the sealing plate 3, and simultaneously taking down the part temporarily fixed in the step 4;
step 8, pouring a concrete cushion layer around the outer side of the shell 1, and then taking down the pre-pressed weight in the step 7;
and 9, fixedly connecting the bolt 4 with a steel pipe beam below the temporary building.
10. The use method of the seismic isolation bearing for temporary building recycling according to claim 9, wherein the concrete dismantling process is implemented according to the following steps:
step 1, removing the fixed connection between the bolt 4 and a steel pipe beam below the temporary building, and then removing the temporary building;
step 2, taking out the sealing plug;
step 3, extending an appliance into the first reserved insertion hole 31, and taking the sealing plate 3 out of the shell 1;
step 4, digging out and cleaning sand 6;
step 5, extending the tool into the third reserved insertion hole 211, and taking out the force transmission steel plate 21;
step 6, taking out the rubber layer 7;
step 7, extending the appliance into the second reserved insertion hole 52, taking the backing plate 5 out of the shell 1, and taking out the bolt 4 at the same time;
and 8, taking out the shell 1 by using the tool.
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 |
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| Publication Number | Publication Date |
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| CN114658125A true CN114658125A (en) | 2022-06-24 |
| CN114658125B CN114658125B (en) | 2023-09-05 |
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| JP2001355350A (en) * | 2000-06-14 | 2001-12-26 | Kazuhiro Ishide | Seismic isolation construction for detached house |
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| 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 |
| US20150028025A1 (en) * | 2012-02-17 | 2015-01-29 | Lifting Point Pty Ltd | Height adjustable column for a shipping container building structure |
| 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 |
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