CN205976674U - Defense sector shakes indoor additional strengthening that buried in ruins - Google Patents
Defense sector shakes indoor additional strengthening that buried in ruins Download PDFInfo
- Publication number
- CN205976674U CN205976674U CN201620524778.7U CN201620524778U CN205976674U CN 205976674 U CN205976674 U CN 205976674U CN 201620524778 U CN201620524778 U CN 201620524778U CN 205976674 U CN205976674 U CN 205976674U
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- steel plate
- earthquake
- ground
- roof
- proof
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Abstract
The utility model discloses a defense sector shakes indoor additional strengthening that buried in ruins, including building framework, building framework includes ground, reinforcing bar, concrete and shock mounting, the concrete is connected with ground, reinforcing bar and shock mounting, the shock mounting includes flat steel platform and I shaped steel board, the I shaped steel board includes interior wall steel sheet, roof steel sheet and steel -plate floor, the roof steel sheet is provided with balancing unit, balancing unit can be when the interior wall steel sheet both sides roof of I shaped steel board steel sheet atress be uneven, the balance of adjustment interior wall steel sheet both sides roof steel sheet, the ground is provided with building pile, building pile and steel bar connection. The utility model discloses a can increase the intensity of building, effectively prevent the building to collapse, the personnel and the property of protection building the inside.
Description
Technical field
This utility model is related to the indoor reinforcement structure field of earthquake-proof ruins burial, and more particularly, to earthquake-proof ruins are buried
Indoor reinforcement structure.
Background technology
Earthquake is a kind of harm extraordinary serious natural calamity, property loss and casualties that earthquake causes, mainly
Because collapsing of building is caused, what what earthquake came went is also fast, often just occurs very of short duration at tens seconds even more than ten seconds
Time, people are difficult within the so short time in from room particularly escape high building, and at especially night, people mostly locate
In sleep state, in the event of earthquake, the injures and deaths that personnel are caused are just even more serious, and generation very not have rule of earthquake can be followed, mesh
Front technology also ram-jolt can not apply very accurate forecast over the ground, though having had some earthquake prewarning devices now, but this
A little earthquake prewarning devices are difficult to popularity, therefore how to reduce the people causing that falls collapsed with floor of building in earthquake
Member's injures and deaths and property loss are current problem demanding prompt solutions.
Utility model content
The purpose of this utility model is the problem above overcoming prior art to exist, and provides the room that earthquake-proof ruins are buried
Interior reinforcement structure.This utility model can increase the intensity of building, effectively stops collapsing of building, inside protection building
Personnel and property.
For realizing above-mentioned technical purpose, reach above-mentioned technique effect, this utility model is achieved through the following technical solutions：Anti-
The indoor reinforcement structure that seismic ruins are buried, including structure trunk, described structure trunk includes ground, reinforcing bar, concrete
And vibration abatement, described concrete is connected with ground, reinforcing bar and vibration abatement, and described vibration abatement includes plane steel plate and I-shaped
Shape steel plate, described I shape steel plate includes interior wall steel plate, roof steel plate and ground steel plate, and described roof steel plate is provided with balance dress
Put, described bascule can adjust interior wall steel in the interior wall steel plate both sides roof steel plate force unbalance of I shape steel plate
The balance of plate both sides roof steel plate.
Further, described ground is provided with building stake, described building stake and bar connecting.
Further, the depth of described building stake is more than 1.5 times of foundation thickness.
Further, described plane steel plate includes wall steel plate, and described wall steel plate is connected with I shape steel plate；Described work
Font steel plate be connected with wall steel plate can be formed one carry compartment building.
Further, described bascule includes gravity installation and driving means, and described I shape steel plate connects gravity dress
Put and driving means.
Further, described gravity installation includes pressure inductor, display and main control board, described pressure inductor
Connect main control board with display, described main control board is connected with power supply.
Further, described main control board is provided with intelligence control system, and described intelligence control system can be in pressure
Induction apparatuss receive during the plate pressure of roof in the received pressure value of display display roof steel plate.
Further, described driving means include screw mandrel and nut, described nut connection wire rod, and described screw mandrel connects roof
Steel plate and ground steel plate；During described cap rotation, described screw mandrel can support and/or stretch roof steel plate.
Further, described nut is provided with motor and driving switch, and described motor connects driving switch, institute
State driving switch to be connected with power supply.
Further, the thickness of described plane steel plate and I shape steel plate is arranged between 0.5cm to 8cm.
Further, described driving means are arranged at four corners of roof steel plate.
Further, described I shape steel plate is provided with window and/or doorway, described window and/or doorway and interior walls
Steel plate connects.
The beneficial effects of the utility model are：（1）The intensity of building can be increased, prevent from collapsing in earthquake.（2）Energy
Collapsing of enough effectively prevention buildings, protects the personnel inside building and property.（3）Can in building roof stress not
When all, the stress balance on adjustment building roof.
Described above is only the general introduction of technical solutions of the utility model, in order to better understand skill of the present utility model
Art means, and being practiced according to the content of description, below with preferred embodiment of the present utility model and coordinate accompanying drawing detailed
Describe in detail bright.Specific embodiment of the present utility model is shown in detail in by following examples and its accompanying drawing.
Brief description
Accompanying drawing described herein is used for providing further understanding to of the present utility model, constitutes the part of the application,
Schematic description and description of the present utility model is used for explaining this utility model, does not constitute to of the present utility model improper
Limit.In the accompanying drawings：
The overall structure diagram of the indoor reinforcement structure that the earthquake-proof ruins that Fig. 1 is related to for this utility model are buried；
The planar structure schematic diagram of the indoor reinforcement structure that the earthquake-proof ruins that Fig. 2 is related to for this utility model are buried.
In figure label declaration：1st, structure trunk, 2, ground, 3, reinforcing bar, 4, concrete, 5, vibration abatement, 6, flat steel
Plate, 7, I shape steel plate, 8, building stake, 9, gravity installation, 10, driving means, 11, screw mandrel, 12, nut, 13, article.
Specific embodiment
The utility model will be further described below in conjunction with the accompanying drawings：
With reference to shown in Fig. 1～Fig. 2, the indoor reinforcement structure that earthquake-proof ruins are buried, including structure trunk 1, described build
Build thing body 1 and include ground 2, reinforcing bar 3, concrete 4 and vibration abatement 5, described concrete 4 and ground 2, reinforcing bar 3 and shockproof dress
Put 5 connections, described vibration abatement 5 includes plane steel plate 6 and I shape steel plate 7, described I shape steel plate 7 include interior wall steel plate,
Roof steel plate and ground steel plate, described roof steel plate is provided with bascule, and described bascule can be in I shape steel plate 7
During the steel plate force unbalance of interior wall steel plate both sides roof, the balance of adjustment interior wall steel plate both sides roof steel plate.
Further, described ground 2 is provided with building stake 8, and the stake 8 of described building is connected with reinforcing bar 3.
Further, the depth of described building stake 8 is more than 1.5 times of ground 2 thickness.
Further, described plane steel plate 6 includes wall steel plate, and described wall steel plate is connected with I shape steel plate 7；Described
I shape steel plate 7 be connected with wall steel plate can be formed one carry compartment building.
Further, described bascule includes gravity installation 9 and driving means 10, and described I shape steel plate 7 connects weight
Power apparatus 9 and driving means 10.
Further, described gravity installation 9 includes pressure inductor, display and main control board, described pressure sensitive
Device and display connect main control board, and described main control board is connected with power supply.
Further, described main control board is provided with intelligence control system, and described intelligence control system can be in pressure
Induction apparatuss receive during the plate pressure of roof in the received pressure value of display display roof steel plate.
Further, described driving means 10 include screw mandrel 11 and nut 12, described nut 12 connection wire rod 11, described silk
Bar 11 connects roof steel plate and ground steel plate；During described nut 12 rotation, described screw mandrel 11 can support and/or stretch roof steel
Plate.
Further, described nut 12 is provided with motor and driving switch, and described motor connects driving switch,
Described driving switch is connected with power supply.
Further, the thickness of described plane steel plate 6 and I shape steel plate 7 is arranged between 0.5cm to 8cm.
Further, described driving means 10 are arranged at four corners of roof steel plate.
Further, described I shape steel plate 7 is provided with window and/or doorway, described window and/or doorway and interior walls
Steel plate connects.
Specific embodiment：
When building, the area according to building construction has dug ground to user on the ground, in the ground digging
The inside gets out building stake deep hole according to the predetermined corner position in house, then installs reinforcing bar in building stake deep hole, makes mounted
Reinforcing bar exceeds ground, casting concrete inside building post with the ground digging, and makes building stake base molded with ground, in forming
I shaped steel plate and wall steel plate are installed on ground, makes the interior walls steel plate of I shape steel plate and wall steel plate and exceed on ground
The reinforcing bar in face is fixed, formed a Shockproof house framework, gravity installation by being attached on wall steel plate, make pressure inductor with
Roof steel plate connects, and driving means are installed to roof steel plate and the edge of ground steel plate is connected with wall steel plate, in installation
Afterwards, using in concreting to Shockproof house framework, make Shockproof house global formation, reinforcing bar is used after molding on Shockproof house
Build a house frame again, so that house frame is connected with Shockproof house framework, then casting concrete on house frame,
The building after molding is made to become tier building.When user is in Shockproof house upper strata placing articles, the weight that the weight of article compares,
And near corner when, lead to the roof force unbalance of Shockproof house, for a long time in the past roof it may happen that slight inclination,
Even it is easy to make house integral inclined in earthquake.When an earthquake occurs, because ground adopts concrete, reinforcing bar and building
Stake, it is ensured that the intensity of ground and toughness, is added that the building on ground integrally adopts steel plate structure, is connected with ground, earthquake
Produced vibrations are difficult to make the Plate break inside ground and building, such that it is able to the personnel inside more preferable protection house
And property.
The above, specific embodiment only of the present utility model, but protection domain of the present utility model does not limit to
In this, any those familiar with the art, in the technical scope that this utility model discloses, can readily occur in change
Or replace, all should cover within protection domain of the present utility model.Therefore, protection domain of the present utility model should described to weigh
The protection domain that profit requires is defined.
Claims (10)
1. the indoor reinforcement structure that earthquake-proof ruins are buried, including structure trunk（1）, described structure trunk（1）Including ground
Base（2）, reinforcing bar（3）, concrete（4）And vibration abatement（5）, described concrete（4）With ground（2）, reinforcing bar（3）And vibration abatement
（5）Connect it is characterised in that：Described vibration abatement（5）Including plane steel plate（6）With I shape steel plate（7）, described i shaped steel
Plate（7）Including interior wall steel plate, roof steel plate and ground steel plate, described roof steel plate is provided with bascule, described bascule
Can be in I shape steel plate（7）Interior wall steel plate both sides roof steel plate force unbalance when, adjust interior wall steel plate both sides roof steel
The balance of plate.
2. earthquake-proof ruins according to claim 1 are buried indoor reinforcement structure it is characterised in that：Described ground（2）
It is provided with building stake（8）, described building stake（8）With reinforcing bar（3）Connect.
3. earthquake-proof ruins according to claim 2 are buried indoor reinforcement structure it is characterised in that：Described building stake
（8）Depth be more than ground（2）1.5 times of thickness.
4. earthquake-proof ruins according to claim 1 are buried indoor reinforcement structure it is characterised in that：Described plane steel plate
（6）Including wall steel plate, described wall steel plate and I shape steel plate（7）Connect；Described I shape steel plate（7）With wall steel plate even
Connect and can form a building carrying compartment.
5. earthquake-proof ruins according to claim 1 are buried indoor reinforcement structure it is characterised in that：Described bascule
Including gravity installation（9）And driving means（10）, described I shape steel plate（7）Connect gravity installation（9）And driving means（10）.
6. earthquake-proof ruins according to claim 5 are buried indoor reinforcement structure it is characterised in that：Described gravity installation
（9）Including pressure inductor, display and main control board, described pressure inductor and display connect main control board, institute
State main control board to be connected with power supply.
7. earthquake-proof ruins according to claim 6 are buried indoor reinforcement structure it is characterised in that：Described governor circuit
Plate is provided with intelligence control system, and described intelligence control system can be when pressure inductor receives roof plate pressure aobvious
Show the received pressure value of device display roof steel plate.
8. earthquake-proof ruins according to claim 5 are buried indoor reinforcement structure it is characterised in that：Described driving means
（10）Including screw mandrel（11）And nut（12）, described nut（12）Connection wire rod（11）, described screw mandrel（11）Connect roof steel plate
And ground steel plate；Described nut（12）During rotation, described screw mandrel（11）Can support and/or stretch roof steel plate.
9. earthquake-proof ruins according to claim 8 are buried indoor reinforcement structure it is characterised in that：Described nut（12）
It is provided with motor and driving switch, described motor connects driving switch, and described driving switch is connected with power supply.
10. earthquake-proof ruins according to claim 1 are buried indoor reinforcement structure it is characterised in that：Described flat steel
Plate（6）With I shape steel plate（7）Thickness be arranged between 0.5cm to 8cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620524778.7U CN205976674U (en) | 2016-06-01 | 2016-06-01 | Defense sector shakes indoor additional strengthening that buried in ruins |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620524778.7U CN205976674U (en) | 2016-06-01 | 2016-06-01 | Defense sector shakes indoor additional strengthening that buried in ruins |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205976674U true CN205976674U (en) | 2017-02-22 |
Family
ID=58020378
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620524778.7U Expired - Fee Related CN205976674U (en) | 2016-06-01 | 2016-06-01 | Defense sector shakes indoor additional strengthening that buried in ruins |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205976674U (en) |
-
2016
- 2016-06-01 CN CN201620524778.7U patent/CN205976674U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170222 Termination date: 20180601 |