CN107724441B - One kind having damping type building - Google Patents
One kind having damping type building Download PDFInfo
- Publication number
- CN107724441B CN107724441B CN201711088551.8A CN201711088551A CN107724441B CN 107724441 B CN107724441 B CN 107724441B CN 201711088551 A CN201711088551 A CN 201711088551A CN 107724441 B CN107724441 B CN 107724441B
- Authority
- CN
- China
- Prior art keywords
- support column
- plate
- ground
- building
- support
- 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
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
Landscapes
- 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)
- Vibration Prevention Devices (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses one kind to have damping type building, including building ontology and ground, the bottom of the building ontology is provided with the ground, wherein, interlayer is provided in the ground, several anti-collapse devices are provided in the interlayer, bottom is provided with bottom plate one in the anti-collapse device, the top side of the bottom plate one is provided with pedestal, support column one is provided at the top of the pedestal, the top of the support column one is arranged with stock, the side of the stock is provided with connecting rod, the side of the connecting rod and the separate stock side are provided with axis and draw jack, the axis draws the side of jack and the side far from the connecting rod is provided with connecting column, the top of the support column one is provided with axis pressure jack, roller bearing is provided at the top of the axis pressure jack.The utility model has the advantages that increasing the fastness of ground, safety and protection that people live are improved, increases the stability between building and ground.
Description
Technical field
The present invention relates to technical field of buildings, it particularly relates to which a kind of have damping type building.
Background technique
Building engineering refers to all kinds of building constructions and its affiliated facility and route matched with its, pipeline, equipment peace
Fill engineering and indoor and outdoor decoration engineering.And existing middle natural calamity is impossible to guard against, especially earthquake lost caused by house compared with
Greatly, stability is increasingly valued by the people in the ground of building, in the unsteady situation of the ground in house, is only needed
Vibration building that will be slightly small will run-off the straight or the phenomenon that collapse, and branch of the existing building inside ground
Support effect and damping property are perfect not enough, cannot effectively provide more firm supporting role.
For the problems in the relevant technologies, currently no effective solution has been proposed.
Summary of the invention
For the problems in the relevant technologies, the present invention proposes that one kind has damping type building, to overcome existing correlation
Above-mentioned technical problem present in technology.
The technical scheme of the present invention is realized as follows:
One kind having damping type building, including building ontology and ground, the bottom of the building ontology
It is provided with the ground, wherein be provided with interlayer in the ground, several anti-collapse devices, institute are provided in the interlayer
It states bottom in anti-collapse device and is provided with bottom plate one, the top side of the bottom plate one is provided with pedestal, the top of the pedestal
It is provided with support column one, the top of the support column one is arranged with stock, and the side of the stock is provided with connecting rod, the company
The side of extension bar and the separate stock side are provided with axis and draw jack, and the axis draws the side of jack and far from the company
The side of extension bar is provided with connecting column, and the top of the support column one is provided with axis pressure jack, the top of the axis pressure jack
Portion is provided with roller bearing, and top plate is provided at the top of the roller bearing, the top other side of the bottom plate one and the separate pedestal
Side be provided with screw rod, through the top plate, the bottom of the interlayer is provided with separation layer, described on the top of the screw rod
The bottom of separation layer is provided with base, is provided with several damping devices in the base, the damping device include bottom plate two,
Support column two, support column three, backplate, support plate two and support plate one, the top of the bottom plate two are provided with described
Support column three, the support column three are lumen column, and two sides are provided with the support column two, the support in the support column three
The two sides of column three and the top two sides of the bottom plate two are provided with the backplate, and the top of the support column three is provided with described
Support plate two, the top of the support plate two are provided with the support plate one.
Further, the top and bottom of the top plate are tightened between screw rod phase section by bolt one solid
It is fixed.
Further, the two sides of the pedestal pass through screw rod and are fixedly connected with the top of the bottom plate one, and the spiral shell
It is all made of bolt two at the top of bar and tightens fixation.
Further, the top of the support column one and the bottom of axis pressure jack are provided with cushion block, the pad
Block is rubber material.
Further, two side guard plates are buckled in the two sides of the support column three.
Further, it the two sides of the bottom of the support plate two and is provided between the top of the support column two upper solid
Fixed board, the top two sides of the bottom plate two and is provided with bottom plate between the bottom of the support column two, and it is described on
Spring is provided between the bottom of fixed plate and the top of the bottom plate and on the surface of the support column two.
Further, the surface of the spring is arranged with protective case, and the protective case is rubber sleeve.
Further, it is fixed between the middle part of the support plate one and the middle part of the support plate two using bolt-through.
Further, it is poured in the ground and is inoculated with reinforced concrete structure, the seam contained in the reinforced concrete structure
Cement mortar is filled in gap.
Beneficial effects of the present invention: by the anti-collapse device being arranged in the ground of building body bottom portion, so that
It is effectively supported, is increased between building and ground by building of several anti-collapse devices to ground top
Stability, improve the safety of moving in of building, meanwhile, increase the fastness of ground, prevent the external world caused by earth's surface
Reason and caused by the effect of pressure or impulse force threaten to ground.In addition, separation layer is also set up in ground, in separation layer
Lower several damping devices of setting, so that effective to ground progress by damping device when meeting small natural calamity
Protection, avoid small earthquake from threatening the building on ground, improve safety and protection that people live, increase building
Stability between house and lot.
Detailed description of the invention
It in order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, below will be to institute in embodiment
Attached drawing to be used is needed to be briefly described, it should be apparent that, the accompanying drawings in the following description is only some implementations of the invention
Example, for those of ordinary skill in the art, without creative efforts, can also obtain according to these attached drawings
Obtain other attached drawings.
Fig. 1 is a kind of general construction schematic diagram with damping type building according to an embodiment of the present invention;
Fig. 2 is a kind of anti-collapse device schematic diagram with damping type building according to an embodiment of the present invention;
Fig. 3 is a kind of damping device structural schematic diagram with damping type building according to an embodiment of the present invention.
In figure:
1, building ontology;2, ground;3, interlayer;4, anti-collapse device;5, bottom plate one;6, pedestal;7, support column one;
8, stock;9, connecting rod;10, axis draws jack;11, connecting column;12, axis presses jack;13, roller bearing;14, top plate;15, silk
Bar;16, separation layer;17, base;18, damping device;19, bottom plate two;20, support column two;21, support column three;22, backplate;
23, support plate two;24, support plate one;25, bolt one;26, screw rod;27, bolt two;28, cushion block;29, upper mounted plate;30, under
Fixed plate;31, spring.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art's every other embodiment obtained belong to what the present invention protected
Range.
According to an embodiment of the invention, providing a kind of with damping type building.
As shown in Figure 1-3, according to an embodiment of the present invention a kind of with damping type building, including building ontology
1 and ground 2, the bottom of the building ontology 1 be provided with the ground 2, wherein be provided with interlayer 3 in the ground 2,
Several anti-collapse devices 4 are provided in the interlayer 3, bottom is provided with bottom plate 1, the bottom in the anti-collapse device 4
The top side of plate 1 is provided with pedestal 6, and the top of the pedestal 6 is provided with support column 1, the top of the support column 1
It is arranged with stock 8, the side of the stock 8 is provided with connecting rod 9, the side of the connecting rod 9 and separate 8 side of stock
It is provided with axis and draws jack 10, the axis draws the side of jack 10 and the side far from the connecting rod 9 is provided with connecting column
11, the top of the support column 1 is provided with axis pressure jack 12, and the top of the axis pressure jack 12 is provided with roller bearing 13,
And the top of the roller bearing 13 is provided with top plate 14, the top other side of the bottom plate 1 and side far from the pedestal 6 is set
It is equipped with screw rod 15, through the top plate 14, the bottom of the interlayer 3 is provided with separation layer 16, institute on the top of the screw rod 15
The bottom for stating separation layer 16 is provided with base 17, several damping devices 18, the damping device are provided in the base 17
18 include bottom plate 2 19, support column 2 20, support column 3 21, backplate 22, support plate 2 23 and support plate 1, the bottom plate two
19 top is provided with the support column 3 21, and the support column 3 21 is lumen column, and two sides are all provided in the support column 3 21
It is equipped with the support column 2 20, two sides of the support column 3 21 and top two sides of the bottom plate 2 19 are provided with the shield
Plate 22, the top of the support column 3 21 are provided with the support plate 2 23, and the top of the support plate 2 23 is provided with described
Support plate 1.
With the aid of the technical scheme, by the anti-collapse device 4 being arranged in the ground 2 of 1 bottom of building ontology,
So that effectively being supported by several anti-collapse devices 4 to the building on 2 top of ground, increase building and ground
Stability between base 2 improves the safety of moving in of building, meanwhile, increase the fastness of ground 2, prevents earth's surface from being produced
Raw outside cause and caused by the effect of pressure or impulse force threaten to ground 2.In addition, also setting up isolation in ground 2
Layer 16, is arranged several damping devices 18 under separation layer 16, so that being filled when meeting small natural calamity by damping
It sets 18 pairs of grounds 2 and carries out effective protection, small earthquake is avoided to threaten the building on ground 2, improve what people lived
Safety and protection increase the stability between building and ground 2.
In addition, the top and bottom of the top plate 14 are tightened admittedly between the 15 phase section of screw rod by bolt 1
It is fixed, increase the fastness between top and screw rod 15, improves the supporting role between ground 2, prevent 2 shakiness of ground from causing to build
Toppling over for house collapses, and avoids the injures and deaths of personnel.
It is fixedly connected in addition, the two sides of the pedestal 6 pass through screw rod 26 with the top of the bottom plate 1, and the spiral shell
The top of bar 26 is all made of bolt 2 27 and tightens fixation, increases the stability between pedestal 6 and bottom plate 1, improves the peace of ground 2
Full performance promotes the supporting role inside ground 2.
Meanwhile the top of the support column 1 and the bottom of axis pressure jack 12 are provided with cushion block 28, the pad
Block 28 is rubber material, by being equipped with cushion block 28 between the bottom that jack 12 is pressed at the top of support column 1 and axis, so that
Axis pressure jack 12 shifts down when the building on 2 surface of ground generates excessive pressure to ground 2, makes
It obtains between axis pressure jack 12 and support column 1 since the effect of cushion block 28 prevents between axis pressure jack 12 and support column 1
Friction damage, improve axis pressure jack 12 and support column 1 between service life, improve the safety in house.
In addition, two side guard plates 22 are buckled in the two sides of the support column 3 21, increase the secured of 3 21 periphery of support column
Property, the friction damage on 3 21 periphery of support column is prevented, the service life of support column 3 21 is improved.
In addition, the two sides of the bottom of the support plate 2 23 and being provided between the top of the support column 2 20 upper solid
Fixed board 29, the top two sides of the bottom plate 2 19 and is provided with bottom plate 30 between the bottom of the support column 2 20,
And it is all provided between the bottom of fixed plate 29 and the top of the bottom plate 30 and on the surface of the support column 2 20
It is equipped with spring 31, the surface of the spring 31 is arranged with protective case, and the protective case is rubber sleeve, by going back inside ground 2
Equipped with several damping devices 18, prevents from increasing the stability between ground 2 when ground 2 is unstable, ground 2 is avoided to generate rolling
The dynamic damage and breakage for causing building, avoids the personal safety of inhabitation personnel from receiving threat, improves occupancy rate.
In addition, fixed between the middle part of the support plate 1 and the middle part of the support plate 2 23 using bolt-through,
Increase the fastness between support plate 1 and support plate 2 23, improve the performance of damping device 18, reduces outside and ground 2 is made
At vibration, improve the stability of building.
It is inoculated with reinforced concrete structure in addition, pouring in the ground 2, in the gap contained in the reinforced concrete structure
The stability of ground 2 is improved, the anti-of house is improved by pouring into reinforced concrete structure in ground 2 filled with cement mortar
Shake effect.
In conclusion by means of above-mentioned technical proposal of the invention, by the ground 2 of 1 bottom of building ontology
The anti-collapse device 4 of setting, so that effectively being propped up by several anti-collapse devices 4 building on 2 top of ground
Support increases the stability between building and ground 2, improves the safety of moving in of building, meanwhile, increase ground 2
Fastness, prevent outside cause caused by earth's surface and caused by the effect of pressure or impulse force threaten to ground 2.In addition,
Separation layer 16 is also set up in ground 2, several damping devices 18 are set under separation layer 16, so that when meeting small natural calamity
Effective protection is carried out to ground 2 by damping device 18 when evil, small earthquake is avoided to threaten the building room on ground 2
Room improves safety and protection that people live, increases the stability between building and ground 2.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Within mind and principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
Claims (6)
1. one kind has damping type building, which is characterized in that including building ontology (1) and ground (2), the building
The bottom of house ontology (1) is provided with the ground (2), wherein is provided with interlayer (3), the interlayer in the ground (2)
(3) several anti-collapse devices (4) are provided in, the interior bottom of the anti-collapse device (4) is provided with bottom plate one (5), the bottom
The top side of plate one (5) is provided with pedestal (6), is provided with support column one (7), the support column at the top of the pedestal (6)
The top of one (7) is arranged with stock (8), and the side of the stock (8) is provided with connecting rod (9), the side of the connecting rod (9)
And the stock (8) side is provided with axis and draws jack (10), the axis draws the side of jack (10) and far from described
The side of connecting rod (9) is provided with connecting column (11), and axis pressure jack (12), institute are provided with above the support column one (7)
It states and is provided with roller bearing (13) at the top of axis pressure jack (12), and be provided with top plate (14) at the top of the roller bearing (13), it is described
The side of the top other side of bottom plate one (5) and separate the pedestal (6) is provided with screw rod (15), the top of the screw rod (15)
Through the top plate (14), the bottom of the interlayer (3) is provided with separation layer (16), the bottom setting of the separation layer (16)
Have base (17), is provided with several damping devices (18) in the base (17), the damping device (18) includes bottom plate two
(19), support column two (20), support column three (21), backplate (22), support plate two (23) and support plate one (24), the bottom plate two
(19) support column three (21) is provided at the top of, the support column three (21) is lumen column, and the support column three (21) is interior
Two sides are provided with the support column two (20), the two sides of the support column three (21) and the top two sides of the bottom plate two (19)
It is provided with the backplate (22), the support plate two (23), the support plate is provided at the top of the support column three (21)
The support plate one (24) is provided at the top of two (23);The top and bottom of the top plate (14) with the screw rod (15) phase
Fixation is tightened by bolt one (25) between section;The two sides of the pedestal (6) pass through screw rod (26) and the bottom plate one (5)
Top be fixedly connected, and be all made of bolt two (27) at the top of the screw rod (26) and tighten fixation;The support column one (7)
Top and the bottom of axis pressure jack (12) are provided with cushion block (28), and the cushion block (28) is rubber material.
2. according to claim 1 a kind of with damping type building, which is characterized in that two side guard plates (22) buckle
In the two sides of the support column three (21).
3. according to claim 1 a kind of with damping type building, which is characterized in that the support plate two (23)
It two sides of the bottom and is provided with upper mounted plate (29) between the top of the support column two (20), the top of the bottom plate two (19)
It portion two sides and is provided with bottom plate (30) between the bottom of the support column two (20), and fixed plate (29)
It is provided with spring (31) between bottom and the top of the bottom plate (30) and on the surface of the support column two (20).
4. according to claim 3 a kind of with damping type building, which is characterized in that the surface of the spring (31)
It is arranged with protective case, the protective case is rubber sleeve.
5. according to claim 1 a kind of with damping type building, which is characterized in that the support plate one (24)
It is fixed between middle part and the middle part of the support plate two (23) using bolt-through.
6. according to claim 1 a kind of with damping type building, which is characterized in that poured in the ground (2)
There is reinforced concrete structure, is filled with cement mortar in the gap contained in the reinforced concrete structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201711088551.8A CN107724441B (en) | 2017-11-08 | 2017-11-08 | One kind having damping type building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201711088551.8A CN107724441B (en) | 2017-11-08 | 2017-11-08 | One kind having damping type building |
Publications (2)
Publication Number | Publication Date |
---|---|
CN107724441A CN107724441A (en) | 2018-02-23 |
CN107724441B true CN107724441B (en) | 2019-07-09 |
Family
ID=61222898
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201711088551.8A Active CN107724441B (en) | 2017-11-08 | 2017-11-08 | One kind having damping type building |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN107724441B (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108951714B (en) * | 2018-07-11 | 2020-07-31 | 温州冲亚电子科技有限公司 | Elastic fixing foundation with shock absorption function |
CN108867695A (en) * | 2018-08-16 | 2018-11-23 | 朱浩东 | A kind of construction process of bulkhead construction |
CN110318551B (en) * | 2019-08-06 | 2024-03-22 | 重庆建工住宅建设有限公司 | Building shockproof correction structure and correction method |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2000110887A (en) * | 1998-09-30 | 2000-04-18 | Ataka Construction & Engineering Co Ltd | Base isolation device |
CN204850124U (en) * | 2015-07-21 | 2015-12-09 | 中国建筑第七工程局有限公司 | Shock attenuation formula building house |
JP6679236B2 (en) * | 2015-08-07 | 2020-04-15 | 前田建設工業株式会社 | How to replace seismic isolation device |
CN205591621U (en) * | 2016-03-24 | 2016-09-21 | 东亚装饰股份有限公司 | Shock attenuation formula building house |
CN206309096U (en) * | 2016-12-06 | 2017-07-07 | 乔昱 | Damping type building |
CN108468354B (en) * | 2017-04-11 | 2019-11-19 | 青岛亿联建设集团股份有限公司 | Skyscraper foundation isolation protective device |
-
2017
- 2017-11-08 CN CN201711088551.8A patent/CN107724441B/en active Active
Also Published As
Publication number | Publication date |
---|---|
CN107724441A (en) | 2018-02-23 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN107724441B (en) | One kind having damping type building | |
CN201146335Y (en) | Shock insulation apparatus for high voltage electric installation | |
CN202644774U (en) | Replaceable steel coupling beam | |
CN106968342A (en) | A kind of iterative structure of super-span | |
US20130152491A1 (en) | Antiseismic supporting base body | |
CN204570931U (en) | A kind of Self-resetting shock-absorption spherical bearing | |
CN206090913U (en) | Building quenching and tempering attenuator | |
CN211173383U (en) | Building protective fence with convenient height adjustment | |
CN207597754U (en) | A kind of assembled stair attachment device | |
CN204728510U (en) | A kind of structure for improving the isolated building safety with degree of freedom | |
CN109914217A (en) | A kind of energy-dissipating and shock-absorbing arch springing device | |
CN203846636U (en) | Novel anti-seismic house | |
CN205557314U (en) | Wind -resistant rubber shock insulation support | |
CN215334835U (en) | Drainage pipe fixing device for building engineering | |
CN108718897A (en) | A kind of seedling growth erection device convenient for adjusting | |
CN211229723U (en) | Anti-seismic support for constructional engineering | |
JP2013144887A (en) | Liquefaction countermeasure structure for columnar structure | |
CN207892068U (en) | A kind of anti-fall device that collapses of structures with interlayer seismic isolation overturn-preventing | |
CN113431184A (en) | Safe antidetonation multilayer buffering building structure | |
CN209494255U (en) | A kind of building reinforcing and shock absorption structure | |
CN109488040A (en) | A kind of building reparation bracing means | |
CN102454235A (en) | Design scheme of tunnel and underground building combined type earthquake resistant structure | |
CN205206444U (en) | Be provided with shock attenuation earthquake -resistant structure thing of sand bedding course and waistband | |
CN209781882U (en) | Device for damping support | |
CN205296459U (en) | Shock insulation layer node structure |
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 | ||
TA01 | Transfer of patent application right | ||
TA01 | Transfer of patent application right |
Effective date of registration: 20190614 Address after: 330000 No. 339 Chenghu West Road, Liantang Town, Nanchang County, Nanchang City, Jiangxi Province Applicant after: Tianhong Group Holdings Limited Address before: 325100 No. 51 Jiangbei New Street, Yongjia County, Wenzhou City, Zhejiang Province Applicant before: Zhou Xiaofei |
|
GR01 | Patent grant | ||
GR01 | Patent grant |