CN107036658A - A kind of appraisal procedure of shock resistance of the building and application - Google Patents
A kind of appraisal procedure of shock resistance of the building and application Download PDFInfo
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- CN107036658A CN107036658A CN201710367948.4A CN201710367948A CN107036658A CN 107036658 A CN107036658 A CN 107036658A CN 201710367948 A CN201710367948 A CN 201710367948A CN 107036658 A CN107036658 A CN 107036658A
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- 230000035939 shock Effects 0.000 title claims abstract description 32
- 238000000034 method Methods 0.000 title claims abstract description 25
- 239000004567 concrete Substances 0.000 claims abstract description 15
- 238000011156 evaluation Methods 0.000 claims abstract description 7
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 5
- 239000010959 steel Substances 0.000 claims abstract description 5
- 238000011835 investigation Methods 0.000 claims description 3
- 230000032683 aging Effects 0.000 claims description 2
- 238000005516 engineering process Methods 0.000 abstract description 4
- 230000002787 reinforcement Effects 0.000 abstract description 2
- 238000004062 sedimentation Methods 0.000 abstract description 2
- 238000004364 calculation method Methods 0.000 description 2
- 230000006735 deficit Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000012360 testing method Methods 0.000 description 2
- 238000004458 analytical method Methods 0.000 description 1
- 238000010009 beating Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
Classifications
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01D—MEASURING NOT SPECIALLY ADAPTED FOR A SPECIFIC VARIABLE; ARRANGEMENTS FOR MEASURING TWO OR MORE VARIABLES NOT COVERED IN A SINGLE OTHER SUBCLASS; TARIFF METERING APPARATUS; MEASURING OR TESTING NOT OTHERWISE PROVIDED FOR
- G01D21/00—Measuring or testing not otherwise provided for
- G01D21/02—Measuring two or more variables by means not covered by a single other subclass
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q50/00—Information and communication technology [ICT] specially adapted for implementation of business processes of specific business sectors, e.g. utilities or tourism
- G06Q50/08—Construction
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- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses a kind of appraisal procedure of shock resistance of the building in Antiseismic building assessment technology field and application, the appraisal procedure of the shock resistance of the building comprises the following steps：S1：Collect the firsthand information of building；S2：Check and record building load-carrying members；S3：Using the concrete strength of the beam, post and plate of determination of resilience building；S4：Line tilt and settlement observation are entered to building using spirit level and geodetic level；S5：Summary data, according to《Standard for earthquakeresistant evaluation of buildings》Carry out the assessment of the shock resistance of building, civil buildings of the appraisal procedure of the shock resistance of the building in concrete steel building or the application on industrial building, the data such as inclination, sedimentation and crack by widely measuring building, then calculated and assessed, but also correct assessment can be made to the building for not meeting shockproof requirements, it is easy to take reinforcement measure.
Description
Technical field
The present invention relates to Antiseismic building assessment technology field, the appraisal procedure of specially a kind of shock resistance of the building and
Using.
Background technology
Building aseismicity, refers in seismic fortification intensity be that 6 degree and above area must carry out Aseismic Design building.China is
One of country of earthquake disaster most serious, therefore whether there is enough shock resistances very to newly-built and existing building in the world
Pay attention to.Reinforced concrete structure is the broad form of current China's industry and Civil structure, and its shock resistance is to ensure people
The important indicator of people's security of the lives and property.The intrinsic establishing criteria of a large amount of existing reinforced concrete structures is too low, in addition durable
Property and structure the influence of factor such as damaged, how to assess the shock resistance of building structure into very important problem, compel
The methodology to be developed that is essential carrys out qualitative assessment shock resistance so that the not enough building structure of shock resistance can be reinforced or torn open early
Remove.The Seismic Evaluation method cost of existing building is too high, and complex operation, amount of calculation is larger, therefore, it is proposed that one kind is built
Build appraisal procedure and the application of thing shock resistance.
The content of the invention
It is an object of the invention to provide a kind of appraisal procedure of shock resistance of the building and application, to solve above-mentioned background
The Seismic Evaluation method cost of the existing building proposed in technology is too high, complex operation, the problem of amount of calculation is larger.
To achieve the above object, the present invention provides following technical scheme：A kind of appraisal procedure of shock resistance of the building, should
The appraisal procedure of shock resistance of the building comprises the following steps：
S1：The firsthand information of building is collected, Engineering Geology Investigation is carried out；
S2：Check and record building load-carrying members, check whether framework, beam, post and wall have crack, deformation and part
Degree of impairment；
S3：Using the concrete strength of the beam, post and plate of determination of resilience building, and calculate the aging feelings of concrete
Condition；
S4：Line tilt and settlement observation are entered to building using spirit level and geodetic level；
S5：Summary data, according to《Standard for earthquakeresistant evaluation of buildings》Carry out the assessment of the shock resistance of building.
It is preferred that, the firsthand information in the step S1 includes building geological exploration report, as-built drawing and the acceptance of work
File.
It is preferred that, in the step S3 in the strong concrete using the beam, post and plate of determination of resilience building, beating
During resilience, 16 rebound values are measured in a Ge Ce areas, three maximums therein and three minimum values are deleted, are left ten data
Arithmetic average is calculated, precision is 0.1MPa.
It is preferred that, in the step S4 when carrying out settlement observation, when high-rise is tied in the presence of one or more layers underground
During structure, observation first should be since basis, and testing instrument chooses DS05 or DS1 type precision levels.
It is preferred that, a kind of application of the appraisal procedure of shock resistance of the building, the appraisal procedure of the shock resistance of the building
The application on civil buildings or industrial building in concrete steel building.
Compared with prior art, the beneficial effects of the invention are as follows：A kind of shock resistance of the building that the invention is proposed is commented
Estimate method and application, it is with low cost, it is easy to operate, when carrying out the seismic capability evaluation of building, by widely measuring
The data such as inclination, sedimentation and the crack of building, are then calculated and are assessed, and are easy to the indices accurately to building
Data make accurate analysis, but also can make correct assessment to the building for not meeting shockproof requirements, are easy to take
Reinforcement measure, the invention can be widely applied on civil buildings or industrial building in concrete steel building.
Embodiment
The technical scheme in the embodiment of the present invention will be clearly and completely described below, it is clear that described implementation
Example only a part of embodiment of the invention, rather than whole embodiments.Based on the embodiment in the present invention, this area is common
The every other embodiment that technical staff is obtained under the premise of creative work is not made, belongs to the model that the present invention is protected
Enclose.The present invention provides a kind of appraisal procedure of shock resistance of the building, and the appraisal procedure of the shock resistance of the building is including as follows
Step：
S1：The firsthand information of building is collected, firsthand information is tested including building geological exploration report, as-built drawing and engineering
Message in-coming part, carries out Engineering Geology Investigation；
S2：Check and record building load-carrying members, check whether framework, beam, post and wall have crack, deformation and part
Degree of impairment；
S3：Using the concrete strength of the beam, post and plate of determination of resilience building, determination of resilience building is being used
Beam, the strong concrete of post and plate when, when returning bullet, 16 rebound values are measured in a Ge Ce areas, three therein are deleted most
Big value and three minimum values, are left ten data and calculate arithmetic average, precision is 0.1MPa, and calculates the old of concrete
Change situation；
S4：Line tilt and settlement observation are entered to building using spirit level and geodetic level, when carrying out settlement observation,
When high-rise exist one or more layers underground structure when, first observation should since basis, testing instrument choose DS05 or
DS1 type precision levels；
S5：Summary data, according to《Standard for earthquakeresistant evaluation of buildings》Carry out the assessment of the shock resistance of building.
The invention also provides a kind of application of the appraisal procedure of shock resistance of the building, the assessment of the shock resistance of the building
Civil buildings of the method in concrete steel building or the application on industrial building.
Although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of changes, modification can be carried out to these embodiments, replace without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (5)
1. a kind of appraisal procedure of shock resistance of the building, it is characterised in that：The appraisal procedure of the shock resistance of the building includes
Following steps：
S1：The firsthand information of building is collected, Engineering Geology Investigation is carried out；
S2：Check and record building load-carrying members, check whether framework, beam, post and wall have crack, deformation and local damage
Situation；
S3：Using the concrete strength of the beam, post and plate of determination of resilience building, and calculate the aging conditions of concrete；
S4：Line tilt and settlement observation are entered to building using spirit level and geodetic level；
S5：Summary data, according to《Standard for earthquakeresistant evaluation of buildings》Carry out the assessment of the shock resistance of building.
2. a kind of appraisal procedure of shock resistance of the building according to claim 1, it is characterised in that：In the step S1
Firsthand information include building geological exploration report, as-built drawing and acceptance of work file.
3. a kind of appraisal procedure of shock resistance of the building according to claim 1, it is characterised in that：In the step S3
In the strong concrete using the beam, post and plate of determination of resilience building, when returning bullet, 16 are measured in a Ge Ce areas and is returned
Bullet value, deletes three maximums therein and three minimum values, is left ten data and calculates arithmetic average, precision is
0.1MPa。
4. a kind of appraisal procedure of shock resistance of the building according to claim 1, it is characterised in that：In the step S4
When carrying out settlement observation, when high-rise has one or more layers underground structure, observation first should be applied since basis
Survey instrument and choose DS05 or DS1 type precision levels.
5. a kind of application of the appraisal procedure of shock resistance of the building, it is characterised in that：It is anti-according to claim 1-4 building
Civil buildings of the appraisal procedure of shake ability in concrete steel building or the application on industrial building.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201710367948.4A CN107036658A (en) | 2017-05-23 | 2017-05-23 | A kind of appraisal procedure of shock resistance of the building and application |
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| CN201710367948.4A CN107036658A (en) | 2017-05-23 | 2017-05-23 | A kind of appraisal procedure of shock resistance of the building and application |
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| CN107036658A true CN107036658A (en) | 2017-08-11 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109357934A (en) * | 2018-08-27 | 2019-02-19 | 无锡市房屋安全管理处（无锡市房产监察支队无锡市房屋安全鉴定中心） | The calculation method of the compression strength of masonry structure component under a kind of different water cut |
| CN110987082A (en) * | 2019-12-21 | 2020-04-10 | 广州新稳房屋安全鉴定有限公司 | Safety detection method for reinforced concrete building structure |
| CN111208001A (en) * | 2020-01-13 | 2020-05-29 | 广州祥泰房屋安全鉴定有限公司 | Method for detecting house damage trend |
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|---|---|---|---|---|
| CN101074995A (en) * | 2007-05-17 | 2007-11-21 | 杨仕升 | Method for estimating anti-seismic ability of building and its usage |
| CN104112054A (en) * | 2014-08-04 | 2014-10-22 | 中船第九设计研究院工程有限公司 | Numerical value assessment method of anti-collapse capability of existing buildings |
| CN104992036A (en) * | 2015-07-28 | 2015-10-21 | 青岛理工大学 | Situ monitoring based building damage evaluation and analysis system and method |
| CN105787820A (en) * | 2016-03-22 | 2016-07-20 | 韦醒妃 | Light steel keel partition wall structure having real-time monitoring function |
| CN105809609A (en) * | 2016-03-11 | 2016-07-27 | 福建省地震局应急指挥与宣教中心 | Building damage assessment method based on instrument seismic intensity |
-
2017
- 2017-05-23 CN CN201710367948.4A patent/CN107036658A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101074995A (en) * | 2007-05-17 | 2007-11-21 | 杨仕升 | Method for estimating anti-seismic ability of building and its usage |
| CN104112054A (en) * | 2014-08-04 | 2014-10-22 | 中船第九设计研究院工程有限公司 | Numerical value assessment method of anti-collapse capability of existing buildings |
| CN104992036A (en) * | 2015-07-28 | 2015-10-21 | 青岛理工大学 | Situ monitoring based building damage evaluation and analysis system and method |
| CN105809609A (en) * | 2016-03-11 | 2016-07-27 | 福建省地震局应急指挥与宣教中心 | Building damage assessment method based on instrument seismic intensity |
| CN105787820A (en) * | 2016-03-22 | 2016-07-20 | 韦醒妃 | Light steel keel partition wall structure having real-time monitoring function |
Non-Patent Citations (1)
| Title |
|---|
| 中华人民共和国住房和城乡建设部与国家质量监督检验检疫总局: "《GB50023-2009建筑抗震鉴定标准》", 1 July 2009 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109357934A (en) * | 2018-08-27 | 2019-02-19 | 无锡市房屋安全管理处（无锡市房产监察支队无锡市房屋安全鉴定中心） | The calculation method of the compression strength of masonry structure component under a kind of different water cut |
| CN110987082A (en) * | 2019-12-21 | 2020-04-10 | 广州新稳房屋安全鉴定有限公司 | Safety detection method for reinforced concrete building structure |
| CN111208001A (en) * | 2020-01-13 | 2020-05-29 | 广州祥泰房屋安全鉴定有限公司 | Method for detecting house damage trend |
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Application publication date: 20170811 |