CN110939160A - Shock attenuation formula building house - Google Patents
Shock attenuation formula building house Download PDFInfo
- Publication number
- CN110939160A CN110939160A CN201911182733.0A CN201911182733A CN110939160A CN 110939160 A CN110939160 A CN 110939160A CN 201911182733 A CN201911182733 A CN 201911182733A CN 110939160 A CN110939160 A CN 110939160A
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- sliding
- guide
- house
- building
- box body
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- 230000035939 shock Effects 0.000 title claims abstract description 15
- 238000013016 damping Methods 0.000 claims abstract description 18
- 239000000758 substrate Substances 0.000 abstract 1
- 239000004568 cement Substances 0.000 description 6
- 238000010521 absorption reaction Methods 0.000 description 4
- 230000006378 damage Effects 0.000 description 4
- 230000001066 destructive effect Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 101100334009 Caenorhabditis elegans rib-2 gene Proteins 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/08—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against transmission of vibrations or movements in the foundation soil
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a damping type building house which comprises a foundation, wherein arched support plates are uniformly distributed at the bottom in the foundation, a building base plate is arranged above all the arched support plates, damping devices are uniformly distributed above the building base plate, the building house is arranged above all the damping devices, a group of mounting grooves are formed in each of four sides in the foundation, a rectangular box body is vertically arranged in each mounting groove, a rectangular through groove is formed in the outer side surface of each rectangular box body, a sliding block is connected in each rectangular box body in a sliding mode, a connecting plate is connected to one side of each sliding block, each connecting plate penetrates through the corresponding rectangular through groove, and one side of each connecting plate is connected with the building base plate. The invention has the advantages that: this device supports the building substrate through arched backup pad, carries out shock attenuation from top to bottom through the third spring to the house, carries out the shock attenuation all around to the house through damping device, reduces rocking of house and feels.
Description
Technical Field
The invention relates to the technical field of buildings, in particular to a damping type building house.
Background
Earthquake is a natural disaster. Statistically, about 18 times of earthquakes causing serious damage occur annually in the world on average, and 10000 people die annually from earthquakes on average. China is one of countries with frequent earthquakes in the world, cities with destructive earthquakes account for more than 10% of the total number of cities in the country, and huge losses are caused to the lives and properties of people and the national economy. The earthquake-induced vibration causes destructive damage to the building, which not only causes serious injury to personnel, but also causes significant economic loss, while the conventional building generally enhances the resistance to the earthquake by reinforcing the foundation, and although the house cannot be collapsed easily, the conventional building still causes damage to the house and facilities in the house, and the earthquake in the house is very strong.
Disclosure of Invention
The invention aims to solve the defects in the prior art and provides a shock-absorbing building house.
In order to achieve the purpose, the invention adopts the following technical scheme:
a shock attenuation formula building house which characterized in that: including the ground, the arched brace rod of bottom equipartition in the ground, top at all arch backup pads sets up the building base plate, top equipartition damping device at the building base plate, top at all damping device sets up the building house, every side in four sides all is equipped with a set of mounting groove in the ground, equal vertical rectangle box body that sets up in every mounting groove, all be equipped with the rectangle on the lateral surface of every rectangle box body and lead to the groove, sliding connection sliding block in every rectangle box body, all connect the connecting plate in one side of every sliding block, every connecting plate all passes correspondingly the rectangle leads to the groove, one side of every connecting plate all connects the building base plate.
Preferably, the damping device comprises a bottom plate, ball grooves are uniformly distributed in the side face above the bottom plate, balls are arranged in each ball groove, first sliding grooves are arranged in the two side faces of the bottom plate, the two first sliding grooves are arranged oppositely, a first guide block is connected in each first sliding groove in a sliding manner, first springs are connected on the two end faces in each first sliding groove, the corresponding first guide block is connected between the two first springs, and a fixing plate is connected on one side face of each first guide block;
still include the flat board, the flat board sets up the top of ball all is equipped with the second sliding tray on dull and stereotyped both sides face, and two second sliding trays set up relatively, equal sliding connection second guide block in every second sliding tray all connects the second spring on the both ends face in every second sliding tray, connect correspondingly between two second springs the second guide block, every second guide block all connects correspondingly through the L template the fixed plate.
Preferably, each first guide block is provided with a first guide hole, each first guide hole is internally inserted with a first guide rod, and each first guide rod is arranged in the corresponding first sliding groove.
Preferably, each first guide block is provided with a first guide hole, each first guide hole is internally inserted with a first guide rod, and each first guide rod is arranged in the corresponding first sliding groove.
Preferably, each sliding block is connected with a third spring below, each third spring is arranged in the corresponding rectangular box body, and the lower end of each third spring is connected with the bottom in the corresponding rectangular box body.
Preferably, every all be equipped with the third guiding hole on the sliding block, all peg graft the third guide bar in every third guiding hole, every third guide bar all with corresponding the coaxial setting of third spring, the tip of every third guide bar all is connected on corresponding terminal surface in the rectangle box body.
The invention has the advantages that: the damping type building house device provided by the invention supports the building base plate through the arched support plate, vertically damps the house through the third spring, and damps the house front, back, left and right through the damping device, so that the shaking sense of the house is reduced.
Drawings
FIG. 1 is a schematic structural view of a shock-absorbing building provided by the present invention;
FIG. 2 is an enlarged view of portion A of FIG. 1;
fig. 3 is a schematic structural view of the shock-absorbing device.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
As shown in fig. 1, the shock absorption type building provided by the invention comprises a foundation 1, wherein arched support ribs 2 are uniformly distributed at the bottom in the foundation 1, the support ribs 2 are steel bars bent into an arch, cement is firstly paved at the bottom in the foundation 1, two ends of each arched support rib 2 are buried in the cement, a building base plate 3 is placed above all the support ribs 2, the building base plate 3 is a reinforced cement plate, the building base plate 3 is supported by the arched support ribs 2, the arch has good pressure resistance and can support the building, and the support ribs 2 are arched, so that the building has certain elastic performance and can perform primary shock absorption on the building.
A group of mounting grooves are arranged on each of four sides in the foundation 1, the number of the mounting grooves on each side is determined by the size of the house, in the embodiment, the number of the group of mounting grooves is 4, the rectangular box body 5 is vertically arranged in each mounting groove, the lifting box body 5 is fixed in the mounting groove by cement, a rectangular through groove 6 is arranged on the outer side surface of each rectangular box body 5, a sliding block 7 is connected in each rectangular box body 5 in a sliding way, one side of each sliding block 7 is welded with a connecting plate 8, each connecting plate 8 penetrates through the corresponding rectangular through groove 6, one side of each connecting plate 8 is fixedly connected with the building base plate 3 through cement, and a third spring 7.1 is welded below each sliding block 7, the lower end of each third spring 7.1 is welded on the lower end face in the rectangular box body 5, and the building base plate 3 is damped through the third springs 7.1.
All be equipped with the third guiding hole on every sliding block 7, all peg graft third guide bar 7.2 in every third guiding hole, every third guide bar 7.2 all with corresponding the coaxial setting of third spring 7.1, the tip of every third guide bar 7.2 all welds on a terminal surface in corresponding rectangle box body 5, leads sliding block 7 through third guide bar 7.2, makes sliding block 7 can be more smooth and easy slide from top to bottom in rectangle box body 5.
As shown in fig. 2 and 3, damping devices 4 are uniformly distributed above a building base plate 3, a building house is arranged above all the damping devices 4, each damping device 4 comprises a bottom plate 4.1, the bottom plates 4.1 are fixed on the building base plate 3 through cement, ball grooves are uniformly distributed on the upper side surfaces of the bottom plates 4.1, balls 4.2 are arranged in each ball groove, first sliding grooves 4.3 are arranged on the two side surfaces of the bottom plates 4.1, the two first sliding grooves 4.3 are oppositely arranged, first guide blocks 4.4 are slidably connected in each first sliding groove 4.3, first springs 4.5 are welded on the two end surfaces in each first sliding groove 4.3, corresponding first guide blocks 4.4 are welded between the two first springs 4.5, and fixing plates 4.41 are welded on one side surface of each first guide block 4.4.
All be equipped with first guiding hole on every first guide block 4.4, all peg graft first guide bar 4.42 in every first guiding hole, every first guide bar 4.42 all sets up in corresponding in first sliding tray 4.3, the both ends of first guide bar 4.42 weld respectively on two terminal surfaces in first sliding tray 4.3 promptly, lead first guide block 4.4 through first guide bar 4.42.
Still include dull and stereotyped 4.6, dull and stereotyped 4.6 sets up ball 4.2's top all is equipped with second sliding tray 4.7 on dull and stereotyped 4.6's both sides face, and two second sliding tray 4.7 set up relatively, and equal sliding connection second guide block 4.8 in every second sliding tray 4.7 all welds second spring 4.9 on the both ends face in every second sliding tray 4.7, and the welding is corresponding between two second spring 4.9 second guide block 4.8, every second guide block 4.8 all through L template 4.81 welding is corresponding fixed plate 4.41.
All be equipped with the second guiding hole on every second guide block 4.8, all peg graft second guide bar 4.82 in every second guiding hole, every second guide bar 4.82 all sets up correspondingly in the second sliding tray 4.7, the both ends of every second guide bar 4.82 weld respectively on the both ends face in the second sliding tray 4.7, can lead to second guide block 4.8 through second guide bar 4.82.
The flat plate 4.6 can move on the bottom plate 4.1 in a front-back and left-right direction, elastic shock absorption is realized through the first spring 4.5 and the second spring 4.9, shaking feeling is relieved, and friction between the flat plate 4.6 and the bottom plate 4.1 can be reduced through the balls 4.2.
Firstly, the building base plate 3 is supported by the arched support ribs 2, the arched support ribs 2 have good pressure resistance, and the arched support ribs 2 have certain elasticity, so that preliminary shock absorption can be performed on a building house; the building house can be vertically damped through the third springs 7.1, damping in all directions can be carried out on the building house through the two first springs 4.5 and the two second springs 4.9 on the damping device 4, when an earthquake occurs, the building house can be damped in all directions, so that the building house can be effectively protected, and the earthquake can be effectively relieved.
Claims (6)
1. A shock attenuation formula building house which characterized in that: comprises a foundation (1), arched support ribs (2) are uniformly distributed at the bottom in the foundation (1), building base plates (3) are arranged above all the arched supporting plates (2), damping devices (4) are uniformly distributed above the building base plates (3), a building house is arranged above all the damping devices (4), a group of mounting grooves are arranged on each of four sides in the foundation (1), a rectangular box body (5) is vertically arranged in each mounting groove, a rectangular through groove (6) is arranged on the outer side surface of each rectangular box body (5), sliding block (7) are connected in each rectangle box body (5) in a sliding mode, a connecting plate (8) is connected to one side of each sliding block (7), each connecting plate (8) penetrates through the corresponding rectangle through groove (6), and one side of each connecting plate (8) is connected with the building base plate (3).
2. The shock absorbing type architecture house as claimed in claim 1, wherein: the damping device (4) comprises a bottom plate (4.1), ball grooves are uniformly distributed in the side face above the bottom plate (4.1), balls (4.2) are arranged in each ball groove, first sliding grooves (4.3) are arranged on the two side faces of the bottom plate (4.1), the two first sliding grooves (4.3) are arranged oppositely, a first guide block (4.4) is connected in each first sliding groove (4.3) in a sliding manner, first springs (4.5) are connected on two end faces in each first sliding groove (4.3), a corresponding first guide block (4.4) is connected between the two first springs (4.5), and a fixing plate (4.41) is connected on one side face of each first guide block (4.4);
still include dull and stereotyped (4.6), dull and stereotyped (4.6) set up the top of ball (4.2), all be equipped with second sliding tray (4.7) on the both sides face of dull and stereotyped (4.6), two second sliding tray (4.7) set up relatively, equal sliding connection second guide block (4.8) in every second sliding tray (4.7), all connect second spring (4.9) on the both ends face in every second sliding tray (4.7), it is corresponding to connect between two second spring (4.9) second guide block (4.8), every second guide block (4.8) all connect corresponding through L template (4.81) fixed plate (4.41).
3. A shock absorbing type building house according to claim 2, wherein: each first guide block (4.4) is provided with a first guide hole, a first guide rod (4.42) is inserted into each first guide hole, and each first guide rod (4.42) is arranged in the corresponding first sliding groove (4.3).
4. A shock absorbing type building house according to claim 2, wherein: each second guide block (4.8) is provided with a second guide hole, each second guide hole is internally inserted with a second guide rod (4.82), and each second guide rod (4.82) is arranged in the corresponding second sliding groove (4.7).
5. The shock absorbing type architecture house as claimed in claim 1, wherein: every third spring (7.1) is all connected to the below of sliding block (7), and every third spring (7.1) all sets up correspondingly in rectangle box body (5), and the lower extreme of every third spring (7.1) all is connected correspondingly bottom in the rectangle box body (5).
6. The shock absorbing type architecture house of claim 5, wherein: every all be equipped with the third guiding hole on sliding block (7), all peg graft third guide bar (7.2) in every third guiding hole, every third guide bar (7.2) all with corresponding third spring (7.1) coaxial setting, the tip of every third guide bar (7.2) all is connected correspondingly on the terminal surface in the rectangle box body (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911182733.0A CN110939160A (en) | 2019-11-27 | 2019-11-27 | Shock attenuation formula building house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911182733.0A CN110939160A (en) | 2019-11-27 | 2019-11-27 | Shock attenuation formula building house |
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| Publication Number | Publication Date |
|---|---|
| CN110939160A true CN110939160A (en) | 2020-03-31 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911182733.0A Pending CN110939160A (en) | 2019-11-27 | 2019-11-27 | Shock attenuation formula building house |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101178481B1 (en) * | 2012-03-16 | 2012-09-06 | 박종원 | Vibration isolation device |
| CN109378928A (en) * | 2018-11-04 | 2019-02-22 | 张红卫 | A kind of generator with shock-absorbing function |
| CN109914489A (en) * | 2019-04-08 | 2019-06-21 | 河南工业大学 | A kind of follow-on damping ground based system |
| CN209041438U (en) * | 2018-11-21 | 2019-06-28 | 马俊东 | Architectural Equipment damping |
| CN212153474U (en) * | 2019-11-27 | 2020-12-15 | 亳州职业技术学院 | Shock attenuation formula building house |
-
2019
- 2019-11-27 CN CN201911182733.0A patent/CN110939160A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101178481B1 (en) * | 2012-03-16 | 2012-09-06 | 박종원 | Vibration isolation device |
| CN109378928A (en) * | 2018-11-04 | 2019-02-22 | 张红卫 | A kind of generator with shock-absorbing function |
| CN209041438U (en) * | 2018-11-21 | 2019-06-28 | 马俊东 | Architectural Equipment damping |
| CN109914489A (en) * | 2019-04-08 | 2019-06-21 | 河南工业大学 | A kind of follow-on damping ground based system |
| CN212153474U (en) * | 2019-11-27 | 2020-12-15 | 亳州职业技术学院 | Shock attenuation formula building house |
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