CN109187307A - A kind of building wall anti-permeability performance detection method - Google Patents

A kind of building wall anti-permeability performance detection method Download PDF

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Publication number
CN109187307A
CN109187307A CN201811075967.0A CN201811075967A CN109187307A CN 109187307 A CN109187307 A CN 109187307A CN 201811075967 A CN201811075967 A CN 201811075967A CN 109187307 A CN109187307 A CN 109187307A
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CN
China
Prior art keywords
water
wall surface
concrete wall
water inlet
inlet pipe
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.)
Withdrawn
Application number
CN201811075967.0A
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Chinese (zh)
Inventor
高启新
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Chengdu Chuangside Electromechanical Equipment Co Ltd
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Chengdu Chuangside Electromechanical Equipment Co Ltd
Priority date (The priority date 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 date listed.)
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Publication date
Application filed by Chengdu Chuangside Electromechanical Equipment Co Ltd filed Critical Chengdu Chuangside Electromechanical Equipment Co Ltd
Priority to CN201811075967.0A priority Critical patent/CN109187307A/en
Publication of CN109187307A publication Critical patent/CN109187307A/en
Withdrawn legal-status Critical Current

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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N15/00Investigating characteristics of particles; Investigating permeability, pore-volume or surface-area of porous materials
    • G01N15/08Investigating permeability, pore-volume, or surface area of porous materials
    • G01N15/082Investigating permeability by forcing a fluid through a sample

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  • Chemical & Material Sciences (AREA)
  • Dispersion Chemistry (AREA)
  • Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Investigating Or Analyzing Materials By The Use Of Magnetic Means (AREA)

Abstract

The invention discloses a kind of building wall anti-permeability performance detection methods, detection method includes the following steps for the building wall anti-permeability performance: a water inlet pipe for having drain valve A, being first arranged on concrete wall surface, end face and the concrete wall surface of water inlet pipe fit closely water-tight;B, the pure water of certain volume is cut into again by magnetic force and is injected in water inlet pipe after the active water of small molecule structure with the pressure of 2-5MPA and keeps pressure 0.5-1 hours;C, it is then shut off intake pressure and opens the drain valve on water inlet pipe and remaining water is collected and measures its volume;D, multiple points on concrete wall surface are chosen and are averaged the penetration index for calculating concrete wall surface after repeating the above steps.A kind of building wall anti-permeability performance detection method of the present invention carries out high pressure activating water penetration by choosing concrete wall surface different location, and the penetration index of concrete wall surface is calculated by measurement water situation of change, do not have to destroy wall when not only detecting, but also detection efficiency and accuracy are very high.

Description

A kind of building wall anti-permeability performance detection method
Technical field
The present invention relates to a kind of construction quality detection methods, more particularly to a kind of building wall anti-permeability performance detection side Method.
Background technique
Concrete construction metope usually requires to carry out it surface anti-permeability performance detection, traditional detection after construction Method is mainly using sampling experiment detection, i.e., under the multiple position cuttings of wall then sample carries out experiment detection, so not A degree of destruction only will cause to wall, and detection time is longer.
Summary of the invention
Technical problem to be solved by the invention is to provide a kind of building wall anti-permeability performance detection methods, do not have to cutting Sampling can quickly detect the anti-permeability performance of wall.
In order to solve the above-mentioned technical problem, the present invention adopts the following technical scheme:
A kind of building wall anti-permeability performance detection method, comprising the following steps: A, first setting one has row on concrete wall surface The water inlet pipe of water valve, end face and the concrete wall surface of water inlet pipe fit closely water-tight;B, the pure water of certain volume is led to again Magnetic force is crossed to be cut into after the active water of small molecule structure in the pressure injection water inlet pipe of 2-5MPA and to keep pressure 0.5-1 small When;C, it is then shut off intake pressure and opens the drain valve on water inlet pipe and remaining water is collected and measures its volume;D, coagulation is chosen Multiple points are averaged the penetration index for calculating concrete wall surface on cob wall face after repeating the above steps.A kind of building of the present invention Metope anti-permeability performance detection method carries out high pressure activating water penetration by choosing concrete wall surface different location, and passes through measurement water Situation of change is measured to calculate the penetration index of concrete wall surface, does not have to destroy wall, but also detection efficiency and standard when not only detecting True property is very high, and the high pressure magnetism active water in the present invention is not only prepared simply, but also since it is small molecule water so permeability By force, be conducive to achieve the effect that quickly to detect.
Preferably, the water inlet bore in the step A is 100-150 millimeters, it is ensured that the contact surface for detection of seeping water Product.
Preferably, cutting magnetic force is generated by electromagnetic coil in the step B, it is easily operated.
Preferably, the magnetic induction intensity that the magnetic force in the step B is cut is 6000-8000 Gauss, it is ensured that cutting The performance of active water out.
Preferably, the quantity of concrete wall surface measurement point is no less than 0.3 every square metre in the step D, it is ensured that The validity of detection.
Compared with prior art, a kind of building wall anti-permeability performance detection method of the present invention the utility model has the advantages that passing through selection Concrete wall surface different location carries out high pressure activating water penetration, and calculates concrete wall surface by measurement water situation of change Penetration index does not have to destroy wall when not only detecting, but also detection efficiency and accuracy are very high, and this method is easy to operate, reliable Property it is high, have great popularization value.
Specific embodiment
All features disclosed in this specification or disclosed all methods or in the process the step of, in addition to mutually exclusive Feature and/or step other than, can combine in any way.
Any feature disclosed in this specification unless specifically stated can be equivalent or with similar purpose by other Alternative features are replaced.That is, unless specifically stated, each feature is an example in a series of equivalent or similar characteristics ?.
A kind of building wall anti-permeability performance detection method of the present invention, comprising the following steps: A, first set on concrete wall surface A water inlet pipe for having drain valve is set, end face and the concrete wall surface of water inlet pipe fit closely water-tight;B, again by certain volume Pure water be cut by magnetic force after the active water of small molecule structure in the pressure of 2-5MPA injection water inlet pipe and to keep pressing Power 0.5-1 hours;C, it is then shut off intake pressure and opens the drain valve on water inlet pipe and remaining water is collected and measures its volume;D, It chooses multiple points on concrete wall surface and is averaged the penetration index for calculating concrete wall surface after repeating the above steps.
In a kind of building wall anti-permeability performance detection method of the present invention, the water inlet bore in the step A is 100-150 Millimeter, cutting magnetic force is generated by electromagnetic coil in the step B, the magnetic induction intensity of the magnetic force cutting in the step B is 6000-8000 Gauss, the quantity of concrete wall surface measurement point is no less than 0.3 every square metre in the step D.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all of the invention Made any modifications, equivalent replacements, and improvements etc., should all be included in the protection scope of the present invention within spirit and principle.

Claims (5)

1. a kind of building wall anti-permeability performance detection method, which comprises the following steps:
A, a water inlet pipe for having drain valve is first set on concrete wall surface, and the end face of water inlet pipe is closely pasted with concrete wall surface It closes water-tight;
B, the pure water of certain volume is cut into after the active water of small molecule structure again by magnetic force and is infused with the pressure of 2-5MPA Enter in water inlet pipe and keeps pressure 0.5-1 hours;
C, it is then shut off intake pressure and opens the drain valve on water inlet pipe and remaining water is collected and measures its volume;
D, multiple points on concrete wall surface are chosen and are averaged the penetration index for calculating concrete wall surface after repeating the above steps.
2. a kind of building wall anti-permeability performance detection method according to claim 1, it is characterised in that: in the step A Water inlet bore be 100-150 millimeters.
3. a kind of building wall anti-permeability performance detection method according to claim 1, it is characterised in that: in the step B Cutting magnetic force is generated by electromagnetic coil.
4. a kind of building wall anti-permeability performance detection method according to claim 1 or 3, it is characterised in that: the step B In magnetic force cutting magnetic induction intensity be 6000-8000 Gauss.
5. a kind of building wall anti-permeability performance detection method according to claim 1, it is characterised in that: in the step D The quantity of concrete wall surface measurement point is no less than 0.3 every square metre.
CN201811075967.0A 2018-09-15 2018-09-15 A kind of building wall anti-permeability performance detection method Withdrawn CN109187307A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811075967.0A CN109187307A (en) 2018-09-15 2018-09-15 A kind of building wall anti-permeability performance detection method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811075967.0A CN109187307A (en) 2018-09-15 2018-09-15 A kind of building wall anti-permeability performance detection method

Publications (1)

Publication Number Publication Date
CN109187307A true CN109187307A (en) 2019-01-11

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811075967.0A Withdrawn CN109187307A (en) 2018-09-15 2018-09-15 A kind of building wall anti-permeability performance detection method

Country Status (1)

Country Link
CN (1) CN109187307A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111024589A (en) * 2020-01-06 2020-04-17 李小强 Building waterproof material detection device based on high-pressure magnetization principle

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111024589A (en) * 2020-01-06 2020-04-17 李小强 Building waterproof material detection device based on high-pressure magnetization principle
CN111024589B (en) * 2020-01-06 2023-09-26 西安湄南生物科技股份有限公司 Detection device for building waterproof material based on high-voltage magnetization principle

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