CN111851767A - Assembled building supporting seat - Google Patents
Assembled building supporting seat Download PDFInfo
- Publication number
- CN111851767A CN111851767A CN202010593967.0A CN202010593967A CN111851767A CN 111851767 A CN111851767 A CN 111851767A CN 202010593967 A CN202010593967 A CN 202010593967A CN 111851767 A CN111851767 A CN 111851767A
- Authority
- CN
- China
- Prior art keywords
- supporting seat
- piston cylinder
- sleeve
- building
- piston
- 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.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 23
- 239000010959 steel Substances 0.000 claims abstract description 23
- 230000035939 shock Effects 0.000 claims abstract description 20
- 238000009413 insulation Methods 0.000 claims abstract description 18
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical group [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 13
- 239000010720 hydraulic oil Substances 0.000 claims abstract description 10
- 238000005339 levitation Methods 0.000 claims description 3
- 239000000725 suspension Substances 0.000 abstract description 10
- 238000009434 installation Methods 0.000 abstract description 2
- 230000008878 coupling Effects 0.000 abstract 1
- 238000010168 coupling process Methods 0.000 abstract 1
- 238000005859 coupling reaction Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000007789 sealing Methods 0.000 description 4
- 238000002955 isolation Methods 0.000 description 3
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 2
- 235000017491 Bambusa tulda Nutrition 0.000 description 2
- 241001330002 Bambuseae Species 0.000 description 2
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 2
- 239000011425 bamboo Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000001066 destructive effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- ZZUFCTLCJUWOSV-UHFFFAOYSA-N furosemide Chemical compound C1=C(Cl)C(S(=O)(=O)N)=CC(C(O)=O)=C1NCC1=CC=CO1 ZZUFCTLCJUWOSV-UHFFFAOYSA-N 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
Images
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
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)
- Vibration Prevention Devices (AREA)
Abstract
The invention discloses an assembly type building supporting seat, which belongs to the field of assembly type buildings and comprises a supporting seat body and a shock insulation assembly, wherein the shock insulation assembly is arranged in the supporting seat body at the lower end face of a top plate and comprises a stress plate, a piston rod, a piston cylinder and an iron core; through this internal top of setting up with building body coupling in the supporting seat to at roof below installation shock insulation subassembly and spring, do benefit to solenoid magnetized iron core and produce magnetic field, the ejector pad that adsorbs the magnet steel and contain the permanent magnet slides, impresses hydraulic oil magnetic suspension clearance, utilizes piston rod roof pressure atress board, the energy that produces when shaking building body offsets many times, the shock attenuation, shock insulation is effectual, the damage that suffers from building body when the earthquake falls to minimumly.
Description
Technical Field
The invention relates to the field of assembly type buildings, in particular to an assembly type building supporting seat.
Background
The prefabricated building refers to a building assembled on a construction site by using prefabricated components. The fabricated building is a building formed by assembling prefabricated parts on a construction site, and is divided into five types, namely a block building, a plate building, a box type building, a framework plate building, a rising-floor building and the like according to the form and construction method of prefabricated parts.
The building has the advantages of high building speed, less restriction by climatic conditions, labor saving and building quality improvement. The fabricated building is fast in construction speed and low in production cost, and is rapidly popularized, but the fabricated building has a great defect and poor earthquake resistance. When an earthquake occurs, the maximum destructive force on a house is S wave to generate horizontal vibration of the house, and in order to reduce the damage of the earthquake, the bending resistance and the shearing resistance of the whole house are generally improved, but the energy generated when the house is vibrated is still difficult to be offset for a plurality of times, so that the damage of the building during the earthquake is reduced to the minimum.
Therefore, it is desirable to provide a fabricated building support base, which is designed to solve the above problems.
Disclosure of Invention
In view of the disadvantages of the prior art, an object of the present invention is to provide an assembly type building supporting seat to solve the above-mentioned problems in the background art.
In order to achieve the purpose, the invention provides the following technical scheme:
the utility model provides an assembled building supporting seat, includes supporting seat body and shock insulation subassembly, inside bottom plate and the roof of being equipped with of supporting seat body, building body is connected to the roof up end, run through in the guiding hole of roof and be provided with T type pole, the cover is equipped with the spring on the T type pole of terminal surface under the roof, shock insulation subassembly is installed at the supporting seat of terminal surface under the roof originally internally, shock insulation subassembly includes atress board, the piston rod, a piston section of thick bamboo and iron core, the piston rod is connected to the terminal surface under the atress board, the setting is slided in the inside sleeve of a piston section of thick bamboo in the piston rod bottom, the iron core is.
As a further scheme of the invention, the support seat body is an assembly body with an open structure at the upper end, the bottom of the T-shaped rod is fixed on the bottom plate, and the top of the T-shaped rod is connected with the inner wall of the top end of the support seat body.
As a further scheme of the invention, the bottom plate is fixed on the inner wall of the bottom of the supporting seat body and is connected with the supporting seat body through a screw, and the bottom of the T-shaped rod is connected and fixed with the bottom plate through a screw.
As a further scheme of the invention, the stress plate is fixed on the lower end face of the top plate and is positioned right below the building body.
As a further scheme of the invention, a piston is connected on a piston rod in the sleeve, the sleeve is fixed in the piston cylinder, a magnetic suspension gap is arranged at the bottom of the sleeve, and a magnetic suspension pressurizing cavity in the sleeve is communicated with the interior of the piston cylinder.
As a further scheme of the invention, a fixed bracket is arranged outside the piston cylinder and connected to the bottom plate.
As a further scheme of the invention, magnetic steel is arranged in the piston cylinder, the magnetic steel is disc-shaped and is positioned in the piston cylinder outside the sleeve, and hydraulic oil is filled in the piston cylinder below the magnetic steel.
As a further scheme of the invention, the bottom side of the piston cylinder is provided with a pressurizing sleeve, the pressurizing sleeve is communicated with the interior of the piston cylinder through a flow guide hole, a pushing block is arranged in the pressurizing sleeve in a sliding manner, and a permanent magnet is embedded on the pushing block.
In summary, compared with the prior art, the embodiment of the invention has the following beneficial effects:
according to the assembled building supporting seat, the top connected with the building body is arranged in the supporting seat body, the shock insulation assembly and the spring are arranged below the top plate, a magnetic field generated by the magnetic coil magnetized iron core is facilitated, the magnetic steel and the push block containing the permanent magnet slide, hydraulic oil is pressed into a magnetic suspension gap, the stress plate is pressed by the piston rod, energy generated when the building body vibrates is offset for multiple times, the shock absorption and shock insulation effects are good, and damage to the building body during an earthquake is minimized.
To more clearly illustrate the structural features and effects of the present invention, the present invention will be described in detail below with reference to the accompanying drawings and specific embodiments.
Drawings
Fig. 1 is a schematic structural view of the fabricated building supporting seat of the invention.
FIG. 2 is a schematic structural diagram of a seismic isolation assembly in the fabricated building support base of the invention.
Fig. 3 is a schematic structural view of the pressure sleeve arranged in the fabricated building supporting seat of the invention.
Reference numerals: 1-bottom plate, 2-top plate, 3-building body, 4-supporting seat body, 5-shock insulation assembly, 6-T-shaped rod, 7-guiding hole, 8-spring, 9-stress plate, 10-piston rod, 11-sleeve, 12-piston, 13-piston cylinder, 14-iron core, 15-fixed support, 16-electromagnetic coil, 17-magnetic steel, 18-magnetic suspension gap, 19-magnetic suspension pressurizing cavity, 20-pressurizing sleeve, 21-permanent magnet, 22-push block and 23-guiding hole.
Detailed Description
To facilitate an understanding of the present application, the present application will now be described more fully with reference to the accompanying drawings. Preferred embodiments of the present application are shown in the drawings. This application may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete.
The technical solution of the present invention is further described with reference to the accompanying drawings and specific embodiments.
Referring to fig. 1, the assembly type building supporting seat comprises a supporting seat body 4 and a shock insulation assembly 5, wherein the supporting seat body 4 is an assembly body with an open structure at the upper end, a bottom plate 1 and a top plate 2 are arranged inside the supporting seat body 4, the upper end face of the top plate 2 is connected with a building body 3, a T-shaped rod 6 is arranged on the lower end face of the top plate 2, the bottom of the T-shaped rod 6 is fixed on the bottom plate 1, the top of the T-shaped rod 6 penetrates through a guide hole 7 in the bottom plate 1 and is connected with the inner wall of the top end of the supporting seat body 4, and a spring 8 is sleeved on;
the shock insulation assembly 5 is arranged in the supporting seat body 4 on the lower end face of the top plate 2.
As a preferred embodiment of the invention, the bottom plate 1 is fixed on the inner wall of the bottom of the support seat body 4 and is connected with the support seat body 4 through screws, the bottom of the T-shaped rod 6 is also connected and fixed with the bottom plate 1 through screws, when the building body 3 is stressed longitudinally, the top plate 2 is pressed downwards to enable the top plate 2 to move up and down in the support seat body 4 along the T-shaped rod 6, the stress is offset under the combined action of the spring 8 and the shock insulation assembly 5, the energy generated when the building body 3 vibrates is offset for multiple times, the drawing bearing capacity of the support seat body 4 is improved, and the damage to the building body 1 during earthquake is reduced to the minimum.
Referring to fig. 1 and 2, the seismic isolation assembly 5 comprises a stress plate 9, a piston rod 10, a piston cylinder 13 and an iron core 14, wherein the stress plate 9 is fixed on the lower end surface of the top plate 2 and is positioned right below the building body 3; the lower end face of the stress plate 9 is connected with a piston rod 10, the bottom of the piston rod 10 is arranged in a sleeve 11 in a sliding mode, the piston rod 10 in the sleeve 11 is connected with a piston 12, the sleeve 11 is fixed in a piston cylinder 13, a magnetic suspension gap 18 is arranged at the bottom of the sleeve 11, and a magnetic suspension pressurizing cavity 19 in the sleeve 11 is communicated with the interior of the piston cylinder 13;
In a preferred embodiment of the present invention, in order to improve the sealing performance between the magnetic steel 17 and the piston cylinder 13, a sealing ring is further disposed on the magnetic steel 17 for increasing the sealing performance between the magnetic steel 17 and the piston cylinder 13.
When supporting the building body 3, the electromagnetic coil 16 in the shock insulation assembly 5 is connected with a control circuit, the magnetic field suction force generated by the electromagnetic coil 16 for magnetizing the iron core 14 is changed by adjusting the current of the electromagnetic coil 16, the magnetic steel 17 generates the suction force, when the magnetic steel 17 moves downwards under the stress, the hydraulic oil in the piston cylinder 13 below is compressed, the hydraulic oil is pressed into the magnetic suspension pressurizing cavity 19 along the magnetic suspension gap 18, the piston 12, the piston cylinder 13, the piston rod 10 and the stress plate 9 are driven to generate the driving force, and the energy generated when the building body 3 of the top plate 2 vibrates is offset for many times.
As a preferred embodiment of the present invention, the magnetic steel 17 may also be embedded in a piston slidably disposed in the piston cylinder 13, the piston replaces the magnetic steel 17, and is a piston sleeved between the sleeve 11 and the piston cylinder 13, and the effect of improving the sealing property between the magnetic steel 17 and the piston cylinder 13 can also be achieved, and the magnetic attraction force applied to the magnetic steel 17 is not affected.
In another embodiment of the present invention, referring to fig. 3, a pressure sleeve 20 may be further disposed at the bottom side of the piston cylinder 13, the pressure sleeve 20 is communicated with the inside of the piston cylinder 13 through a diversion hole 23 for increasing the hydraulic oil capacity in the piston cylinder 13, and a push block 22 is also slidably disposed in the pressure sleeve 20, a permanent magnet 21 is embedded on the push block 22, when the electromagnetic coil 16 of the seismic isolation assembly 5 is energized and forms an electromagnet with the iron core 14, the electromagnetic coil generates a suction force on the magnetic steel 17 and a suction force on the permanent magnet 21 in the pressure sleeve 20 at the same time, the push block 22 is driven to slide in the pressure sleeve 20, the hydraulic oil in the pressure sleeve 20 is pushed into the piston cylinder 13 and is co-extruded with the magnetic steel 17, the hydraulic oil is pushed into the magnetic levitation pressure chamber 19, so that the piston rod 10 and the force bearing plate 9 generate a thrust force on the top plate 2 and the building body 3, and, the energy generated when the building body 3 vibrates is offset for a plurality of times, and the shock absorption and shock insulation effects are good.
The technical principle of the present invention has been described above with reference to specific embodiments, which are merely preferred embodiments of the present invention. The protection scope of the present invention is not limited to the above embodiments, and all technical solutions belonging to the idea of the present invention belong to the protection scope of the present invention. Other embodiments of the invention will occur to those skilled in the art without the exercise of inventive faculty, and such will fall within the scope of the invention.
Claims (8)
1. The utility model provides an assembled building supporting seat, including supporting seat body (4) and shock insulation subassembly (5), a serial communication port, bottom plate (1) and roof (2) are equipped with to supporting seat body (4) inside, building body (3) are connected to roof (2) up end, it is provided with T type pole (6) to run through in guiding hole (7) of roof (2), the cover is equipped with spring (8) on T type pole (6) of roof (2) lower terminal surface, shock insulation subassembly (5) are installed in supporting seat body (4) of roof (2) lower terminal surface, shock insulation subassembly (5) include atress board (9), piston rod (10), piston cylinder (13) and iron core (14), piston rod (10) are connected to atress board (9) lower terminal surface, piston rod (10) bottom slides and sets up in inside sleeve (11) of piston cylinder (13), iron core (14) are installed in piston cylinder (13) bottom, an electromagnetic coil (16) is wound on the iron core (14).
2. The assembly type building supporting seat as claimed in claim 1, wherein the supporting seat body (4) is an assembly body with an open structure at the upper end, the bottom of the T-shaped rod (6) is fixed on the bottom plate (1), and the top of the T-shaped rod (6) is connected with the inner wall of the top end of the supporting seat body (4).
3. The assembly type building supporting seat according to claim 2, wherein the bottom plate (1) is fixed on the inner wall of the bottom of the supporting seat body (4) and connected with the supporting seat body (4) through screws, and the bottom of the T-shaped rod (6) is connected with the bottom plate (1) through screws and fixed.
4. The assembly type building support base of claim 1, wherein the stress plate (9) is fixed on the lower end face of the top plate (2) and is positioned right below the building body (3).
5. The assembly type building supporting seat according to any one of claims 1 to 4, wherein a piston (12) is connected to the piston rod (10) in the sleeve (11), the sleeve (11) is fixed in the piston cylinder (13), a magnetic levitation gap (18) is formed at the bottom of the sleeve (11), and a magnetic levitation pressurization cavity (19) in the sleeve (11) is communicated with the interior of the piston cylinder (13).
6. The assembly type building supporting seat according to claim 5, wherein a fixing bracket (15) is installed outside the piston cylinder (13), and the fixing bracket (15) is connected to the bottom plate (1).
7. The assembly type building supporting seat according to claim 5, wherein the piston cylinder (13) is internally provided with a magnetic steel (17), the magnetic steel (17) is disc-shaped and is positioned in the piston cylinder (13) outside the sleeve (11), and the piston cylinder (13) below the magnetic steel (17) is filled with hydraulic oil.
8. The assembly type building supporting seat according to claim 7, wherein a pressurizing sleeve (20) is arranged on the bottom side of the piston cylinder (13), the pressurizing sleeve (20) is communicated with the inside of the piston cylinder (13) through a flow guide hole (23), a pushing block (22) is arranged in the pressurizing sleeve (20) in a sliding mode, and a permanent magnet (21) is embedded in the pushing block (22).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010593967.0A CN111851767B (en) | 2020-06-28 | 2020-06-28 | Assembled building supporting seat |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010593967.0A CN111851767B (en) | 2020-06-28 | 2020-06-28 | Assembled building supporting seat |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN111851767A true CN111851767A (en) | 2020-10-30 |
| CN111851767B CN111851767B (en) | 2022-06-17 |
Family
ID=72989835
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010593967.0A Active CN111851767B (en) | 2020-06-28 | 2020-06-28 | Assembled building supporting seat |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111851767B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111764500A (en) * | 2020-07-19 | 2020-10-13 | 刘振国 | Assembled building mechanism with deformation is prevented in antidetonation |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002115742A (en) * | 2000-10-05 | 2002-04-19 | Toshiba Corp | Variable spring type damper |
| CN103216021A (en) * | 2013-04-10 | 2013-07-24 | 燕山大学 | Hydraulic pulse-type vertical shock isolating device |
| CN203174803U (en) * | 2013-04-10 | 2013-09-04 | 燕山大学 | Hydraulic impulse vertical shock isolation device |
| CN205035929U (en) * | 2015-09-28 | 2016-02-17 | 武汉斯坦迪减振技术有限公司 | But frequency continuous variation's harmonious mass damper structure |
| CN207714874U (en) * | 2017-12-31 | 2018-08-10 | 日照大象房屋建设有限公司 | A kind of prefabricated cushioning members of assembled architecture |
| CN109763581A (en) * | 2019-03-06 | 2019-05-17 | 李鑫 | Building structure basic module with three-dimensional isolation vibration damping |
| CN209856292U (en) * | 2018-12-29 | 2019-12-27 | 上海材料研究所 | Damping-adjustable magnetic suspension type eddy current tuned mass damper |
-
2020
- 2020-06-28 CN CN202010593967.0A patent/CN111851767B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002115742A (en) * | 2000-10-05 | 2002-04-19 | Toshiba Corp | Variable spring type damper |
| CN103216021A (en) * | 2013-04-10 | 2013-07-24 | 燕山大学 | Hydraulic pulse-type vertical shock isolating device |
| CN203174803U (en) * | 2013-04-10 | 2013-09-04 | 燕山大学 | Hydraulic impulse vertical shock isolation device |
| CN205035929U (en) * | 2015-09-28 | 2016-02-17 | 武汉斯坦迪减振技术有限公司 | But frequency continuous variation's harmonious mass damper structure |
| CN207714874U (en) * | 2017-12-31 | 2018-08-10 | 日照大象房屋建设有限公司 | A kind of prefabricated cushioning members of assembled architecture |
| CN209856292U (en) * | 2018-12-29 | 2019-12-27 | 上海材料研究所 | Damping-adjustable magnetic suspension type eddy current tuned mass damper |
| CN109763581A (en) * | 2019-03-06 | 2019-05-17 | 李鑫 | Building structure basic module with three-dimensional isolation vibration damping |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111764500A (en) * | 2020-07-19 | 2020-10-13 | 刘振国 | Assembled building mechanism with deformation is prevented in antidetonation |
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| Publication number | Publication date |
|---|---|
| CN111851767B (en) | 2022-06-17 |
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Effective date of registration: 20231103 Address after: No. 101, Building 8, Xinglan Huiyayuan Commercial Building, No. 166 Chazi East Road, Guanshaling Street, Yuelu District, Changsha City, Hunan Province, 410000 Patentee after: Hunan Zhongjing Xingye Construction Co.,Ltd. Address before: 410000 No. 014, the fourth villager group, Tongli village, Youjia Town, Xinhua County, Loudi City, Hunan Province Patentee before: Li Xinyu |