CN205743206U - A kind of building structure for antidetonation - Google Patents
A kind of building structure for antidetonation Download PDFInfo
- Publication number
- CN205743206U CN205743206U CN201620746274.XU CN201620746274U CN205743206U CN 205743206 U CN205743206 U CN 205743206U CN 201620746274 U CN201620746274 U CN 201620746274U CN 205743206 U CN205743206 U CN 205743206U
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- China
- Prior art keywords
- pillar
- semi arch
- concrete layer
- arch concrete
- building
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- 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.)
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Abstract
The utility model discloses a kind of building structure for antidetonation, including ground, the first semi arch concrete layer it is provided with in described ground, the bottom of described first semicircle concrete layer is provided with the first pillar, and first pillar be positioned at ground, the top of described first semi arch concrete layer is provided with packed layer, the top of described packed layer is provided with the second semi arch concrete layer, it is provided with, in described first semi arch concrete layer, the pillar of falling T, and the pillar of falling T extends in the second semi arch concrete layer, the described pillar of falling T runs through packed layer, the top of described second semi arch concrete layer is provided with the second pillar.This utility model is by increasing the first semi arch concrete layer, the second semi arch concrete layer, the first pillar, the second pillar and pillar of falling T, antidetonation can be layered, building is avoided to be damaged, by increasing packed layer, the earthquake damage to building can be alleviated, it is to avoid property loss and unnecessary casualties.
Description
Technical field
This utility model relates to building structure technology field, particularly relates to a kind of building structure for antidetonation.
Background technology
Anti-seismic structure is the most critical issue that Aseismic Design is considered as, and safety and economy is played conclusive effect, is comprehensive
The system decision-making closed, but the building structure of the antidetonation that presently, there are, opposed configuration is simple, and single structure can not be resisted bigger
Earthquake, after earthquake, aftershock is continuous simultaneously, existing structure cannot be avoided repeatedly earthquake, make troubles and unnecessary to life
Property loss.
Summary of the invention
The purpose of this utility model is to solve shortcoming present in prior art, and propose a kind of for antidetonation
Building structure.
To achieve these goals, this utility model adopts the technical scheme that a kind of building structure for antidetonation,
Including ground, being provided with the first semi arch concrete layer in described ground, the bottom of described first semicircle concrete layer is provided with first
Pillar, and the first pillar is positioned at ground, the top of described first semi arch concrete layer is provided with packed layer, described packed layer
Top is provided with the second semi arch concrete layer, is provided with the pillar of falling T in described first semi arch concrete layer, and the pillar of falling T extends
To the second semi arch concrete layer, the described pillar of falling T runs through packed layer, and the top of described second semi arch concrete layer is provided with
Second pillar, the top on described ground is provided with building, and the second pillar extends in building.
Preferably, the quantity of described second pillar is four, and is uniformly installed in building.
Preferably, the quantity of the described pillar of falling T is three, and is equidistantly installed in the second semi arch concrete layer.
Preferably, described packed layer is roach implant.
Preferably, it is uniformly provided with puigging outside described building.
In this utility model:
1, by increasing the first semi arch concrete layer, the second semi arch concrete layer, the first pillar, the second pillar and falling
T pillar, it is possible to layering antidetonation, it is to avoid building is damaged;
2, by increasing packed layer, it is possible to alleviate the earthquake damage to building, it is to avoid property loss and unnecessary personnel
Injures and deaths.
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of building structure for antidetonation that the utility model proposes.
In figure: 1 ground, 2 first pillars, 3 pillars of falling T, 4 first semi arch concrete layers, 5 second semi arch concrete
Layer, 6 packed layers, 7 second pillars, 8 buildings.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of this utility model rather than whole
Embodiment.
With reference to Fig. 1, a kind of building structure for antidetonation, including ground 1, it is provided with the first semi arch in described ground 1 and mixes
Solidifying soil layer 4, the bottom of described first semicircle concrete layer is provided with the first pillar 2, and the first pillar 2 is positioned at ground 1, and described the
The top of one semi arch concrete layer 4 is provided with packed layer 6, and the top of described packed layer 6 is provided with the second semi arch concrete layer 5,
It is provided with the pillar of falling T 3 in described first semi arch concrete layer 4, and the pillar of falling T 3 extends in the second semi arch concrete layer 5,
The described pillar of falling T 3 runs through packed layer 6, and the top of described second semi arch concrete layer 5 is provided with the second pillar 7, described ground 1
Top be provided with building 8, and the second pillar 7 extends in building 8, and the quantity of described second pillar 7 is four, and uniformly
Being installed in building 8, the quantity of the described pillar of falling T 3 is three, and is equidistantly installed in the second semi arch concrete layer 5,
Described packed layer 6 is roach implant, is uniformly provided with puigging outside described building 8.
During building constructions thing 8, concrete casting the first pillar 2, the first pillar 2 waters the first semi arch concrete layer 4,
In first semi arch concrete layer 4, the pouring pillar of falling T 3, fills packed layer 6, waters the second semi arch concrete layer 5, and by T
Pillar 3 waters in the second semi arch concrete layer 5, and the second semi arch concrete layer 5 waters the second pillar 7, the second pillar 7
Upper pouring building 8, by increasing by first semi arch concrete layer the 4, second semi arch concrete layer the 5, first pillar 2, second
Pillar 7 and the pillar of falling T 3, it is possible to layering antidetonation, it is to avoid building is damaged, by increasing packed layer 6, it is possible to alleviate building
The earthquake damage built, it is to avoid property loss and unnecessary casualties, increases the pillar of falling T 3, by increasing capacitance it is possible to increase building 8 steady
Solidity, increases by the first semi arch concrete layer 4 and the second semi arch concrete layer 5, by increasing capacitance it is possible to increase lifting surface area, reduces building
The stress of 8, it is ensured that building 8 safety.
The above, only this utility model preferably detailed description of the invention, but protection domain of the present utility model is not
Being confined to this, any those familiar with the art is in the technical scope that this utility model discloses, according to this practicality
Novel technical scheme and utility model thereof conceive equivalent or change in addition, all should contain at protection model of the present utility model
Within enclosing.
Claims (5)
1. for a building structure for antidetonation, including ground (1), it is characterised in that described ground is provided with the first semicircle in (1)
Arc concrete layer (4), the bottom of described first semicircle concrete layer is provided with the first pillar (2), and the first pillar (2) is positioned at ground
(1) in, the top of described first semi arch concrete layer (4) is provided with packed layer (6), and the top of described packed layer (6) is provided with the
Two semi arch concrete layers (5), are provided with the pillar of falling T (3) in described first semi arch concrete layer (4), and the pillar of falling T (3) prolong
Extending in the second semi arch concrete layer (5), the described pillar of falling T (3) runs through packed layer (6), described second semi arch concrete
The top of layer (5) is provided with the second pillar (7), and the top of described ground (1) is provided with building (8), and the second pillar (7) extends to
In building (8).
A kind of building structure for antidetonation the most according to claim 1, it is characterised in that described second pillar (7)
Quantity is four, and is uniformly installed in building (8).
A kind of building structure for antidetonation the most according to claim 1, it is characterised in that the number of the described pillar of falling T (3)
Amount is three, and is equidistantly installed in the second semi arch concrete layer (5).
A kind of building structure for antidetonation the most according to claim 1, it is characterised in that described packed layer (6) is useless
Soil implant.
A kind of building structure for antidetonation the most according to claim 1, it is characterised in that described building (8) is the most equal
Even it is provided with puigging.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620746274.XU CN205743206U (en) | 2016-07-15 | 2016-07-15 | A kind of building structure for antidetonation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620746274.XU CN205743206U (en) | 2016-07-15 | 2016-07-15 | A kind of building structure for antidetonation |
Publications (1)
Publication Number | Publication Date |
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CN205743206U true CN205743206U (en) | 2016-11-30 |
Family
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Family Applications (1)
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CN201620746274.XU Expired - Fee Related CN205743206U (en) | 2016-07-15 | 2016-07-15 | A kind of building structure for antidetonation |
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CN (1) | CN205743206U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107060456A (en) * | 2017-06-16 | 2017-08-18 | 郑笔耕 | A kind of modular segment energy environment protection architecture |
CN107939134A (en) * | 2017-11-20 | 2018-04-20 | 王亚超 | A kind of building structure of antidetonation in smart city |
-
2016
- 2016-07-15 CN CN201620746274.XU patent/CN205743206U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107060456A (en) * | 2017-06-16 | 2017-08-18 | 郑笔耕 | A kind of modular segment energy environment protection architecture |
CN107939134A (en) * | 2017-11-20 | 2018-04-20 | 王亚超 | A kind of building structure of antidetonation in smart city |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161130 Termination date: 20170715 |
|
CF01 | Termination of patent right due to non-payment of annual fee |