CN112834122A - Negative pressure water leakage detection and judgment method for underground building concrete structure - Google Patents
Negative pressure water leakage detection and judgment method for underground building concrete structure Download PDFInfo
- Publication number
- CN112834122A CN112834122A CN202110011594.6A CN202110011594A CN112834122A CN 112834122 A CN112834122 A CN 112834122A CN 202110011594 A CN202110011594 A CN 202110011594A CN 112834122 A CN112834122 A CN 112834122A
- Authority
- CN
- China
- Prior art keywords
- detection
- negative pressure
- water leakage
- pressure
- concrete structure
- 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.)
- Granted
Links
- 238000001514 detection method Methods 0.000 title claims abstract description 166
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 131
- 238000000034 method Methods 0.000 title claims abstract description 31
- 238000011144 upstream manufacturing Methods 0.000 claims abstract description 25
- 238000010276 construction Methods 0.000 claims description 11
- 238000012797 qualification Methods 0.000 claims description 4
- 238000005452 bending Methods 0.000 claims description 3
- 238000013461 design Methods 0.000 abstract description 15
- 238000007689 inspection Methods 0.000 abstract description 11
- 230000002265 prevention Effects 0.000 abstract description 2
- 230000002045 lasting effect Effects 0.000 abstract 1
- 230000008569 process Effects 0.000 description 7
- 230000008901 benefit Effects 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- 238000005056 compaction Methods 0.000 description 4
- 238000009933 burial Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000000295 complement effect Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 238000005070 sampling Methods 0.000 description 2
- 238000011895 specific detection Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000002706 hydrostatic effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Images
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M3/00—Investigating fluid-tightness of structures
- G01M3/02—Investigating fluid-tightness of structures by using fluid or vacuum
- G01M3/04—Investigating fluid-tightness of structures by using fluid or vacuum by detecting the presence of fluid at the leakage point
Landscapes
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Examining Or Testing Airtightness (AREA)
Abstract
The invention discloses a negative pressure water leakage detection and judgment method for an underground building concrete structure, which comprises the steps of selecting a plurality of detection points on the back water surface of the underground building concrete structure, arranging negative pressure detection areas at the detection points, arranging detection pressure in the negative pressure detection areas, enabling the direction of the detection pressure to be consistent with the direction from the upstream surface to the back water surface, lasting for a plurality of times after the detection pressure reaches a specified pressure value, measuring and recording the leakage condition of the detection points, and judging the waterproof quality of the detection points according to the properties of the detection points and the leakage condition. The invention applies pressure from the upstream surface to the downstream surface on the downstream surface, so that the underground water on the upstream surface is pressed to the underground building concrete structure to gush, the concrete structure is enabled to bear the load equivalent to the design pressure under the condition that the underground water level does not meet the inspection requirement, the inspection requirement equivalent to the design condition is met, the real water leakage prevention capability of the underground building concrete structure is obtained, and the project leakage problem is rectified before acceptance inspection.
Description
Technical Field
The invention relates to the technical field of engineering building detection, in particular to a negative pressure water leakage detection and judgment method for an underground building concrete structure.
Background
The waterproof engineering is the key engineering of underground construction, after the underground construction is finished and is detected to be put into operation, if the concrete structure of the underground construction continuously generates water leakage phenomenon due to the change of underground water level, the operation and the function of the underground construction can be affected badly, and in the process of rectifying and improving the leakage problem, a large amount of leaking stoppage labor cost and resource material consumption are needed to be consumed, so that the economic benefit and the social benefit of the engineering are reduced. Therefore, the detection of the waterproof quality of the underground building has very important position and function.
The main control project of the existing national waterproof quality detection of underground buildings lies in the qualification of materials, the requirements on the construction process are often ignored, the detection process is not carried out under the design conditions, whether other deep foundation pit dewatering construction exists at the periphery is not considered during the detection, or the underground water level does not reach the high water level in non-rainy seasons during the detection, namely, the existing underground building concrete structure entity engineering mostly does not undergo the waterproof detection under the design water pressure load, so the underground buildings after the acceptance inspection often generate the leakage problem when the underground water level is high and the operation of the underground buildings is influenced.
However, it is rare that the underground works are subjected to continuous raining for several days when performing waterproof detection, and under natural conditions, the underground water level is far from reaching the designed water level elevation, the pressure of the water-facing surface cannot meet the design requirements, and the acceptance conditions are obviously lower than the design conditions. Therefore, the underground building concrete structure is difficult to be subjected to waterproof detection under the designed hydraulic pressure load under the natural condition, and the detection work cannot reflect the function of detecting the waterproof quality.
The above disadvantages need to be improved.
Disclosure of Invention
In order to overcome the defects of the prior art, the invention provides a negative pressure water leakage detection and judgment method for an underground building concrete structure.
The technical scheme of the invention is as follows:
a negative pressure water leakage detection and judgment method for an underground building concrete structure comprises the steps of selecting a plurality of detection points on the back water surface of the underground building concrete structure, arranging negative pressure detection areas at the detection points, arranging detection pressure in the negative pressure detection areas, enabling the direction of the detection pressure to be consistent with the direction from the upstream surface to the back water surface, enabling the detection pressure to reach a specified pressure value for a plurality of times, measuring and recording the leakage condition of the detection points, and judging the waterproof quality of the detection points according to the properties and the leakage condition of the detection points.
According to the method for detecting and judging the negative pressure water leakage of the underground building concrete structure, the negative pressure detection area is provided with the vacuum chamber, the vacuum chamber is connected with the vacuum pump through the manual valve, and the vacuum pressure gauge is arranged between the vacuum chamber and the vacuum pump.
Further, the vacuum chamber is a vacuum chuck of 500mm × 400 mm.
The negative pressure water leakage detection and judgment method for the underground building concrete structure comprises the following steps of
(1) The part with the maximum water pressure bearing capacity in the underground building concrete structure;
(2) the position with the largest stress deformation in the underground building concrete structure;
(3) constructing a joint;
(4) early-cracked fractures;
(5) and the maximum bending moment in the underground building concrete structure.
When the underground building concrete structure is a long longitudinal structure, 3 detection points are arranged at intervals of 100m, or every 1000m2Is provided with 3 said detection points.
In the method for detecting and judging negative pressure water leakage of the underground building concrete structure, the specified pressure value is equal to the difference between the designed highest water level water pressure of the underground building concrete structure and the existing underground water level water pressure.
Further, the maximum value of the specified pressure value is 0.2-0.5 MPa.
Still further, the maximum value of the prescribed pressure value is 0.5 Mpa.
According to the method for detecting and judging the negative pressure water leakage of the underground building concrete structure, the maximum pressure value of the detected pressure is maintained for 10 minutes or more.
In the method for detecting and judging negative pressure water leakage of the concrete structure of the underground building, the detection points are divided into four stages according to the activity frequency of the personnel, the first stage detection point is a place where the personnel stay for a long time, the second stage detection is a place where the personnel frequently move, the third stage detection point is a place where the personnel temporarily move, and the fourth stage detection point is a place where no personnel move,
the qualified detection standard of the first-stage detection point is as follows: the negative pressure detection area has no water leakage point, and the surface of the negative pressure detection area has no wet trace;
the qualified detection standard of the second-stage detection point is as follows: the negative pressure detection area has no water leakage point, and a small amount of wet traces are arranged on the surface of the negative pressure detection area;
the qualified standard of the third-stage detection point is as follows: a small number of water leakage points are arranged in the negative pressure detection area, and the negative pressure detection area is provided with wireless water leakage points;
the qualified detection standard of the fourth-stage detection point is as follows: the negative pressure detection area has no linear water leakage point and no silt leakage.
Further, the qualified second-stage detection point needs to meet the following requirements at the same time: the total wet trace area is not more than one thousandth of the total water-facing area; any 100m2The moisture trace point in the upstream surface is not more than 2; the maximum area of a single wet trace point is not more than 0.1m2。
Further, the third detection point is qualified when being detected, and the requirements that: any 100m2The total number of the water leakage points and the wet trace points on the upstream face is not more than 7; the maximum water leakage amount of a single water leakage point is not more than 2.5L/d; any 100m2The water leakage area in the water-facing surface is not more than 0.3m2。
Further, the qualified requirements of the fourth-stage detection point are met at the same time: the average water leakage of the engineering is not more than 2L/(m)2D); any 100m2The average water leakage of the upstream face is not more than 4L/(m)2.d)。
According to the scheme, the invention has the beneficial effects that the negative pressure detection area is arranged on the back surface of the concrete structure of the underground building, the pressure from the upstream surface to the back surface is applied on the back surface, so that the underground water on the upstream surface is pressed to the concrete structure of the underground building to gush, the concrete structure is enabled to bear the load equivalent to the design pressure under the condition that the underground water level does not meet the detection requirement, the detection requirement equivalent to the detection condition and the design condition is met, the real water leakage prevention capability of the concrete structure of the underground building is obtained, the waterproof quality detection of the solid engineering is completed, the engineering leakage problem is rectified before acceptance check, the labor cost for leaking stoppage and the waste of resource materials are reduced, and the economic benefit and the social benefit of the engineering are improved.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed for the embodiments or the prior art descriptions will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.
FIG. 1 is a schematic structural diagram of the present invention.
FIG. 2 is a schematic view of the structure of the apparatus for detection.
Wherein, in the figures, the respective reference numerals:
1. detecting points; 2. a vacuum chuck; 3. a vacuum pump; 4. a manual valve; 5. a top plate; 6. a base plate; a vacuum pressure gauge.
Detailed Description
In order to make the technical problems, technical solutions and advantageous effects to be solved by the present invention more clearly apparent, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
It will be understood that when an element is referred to as being "disposed" or "connected" to another element, it can be directly or indirectly disposed on the other element. The terms "top," "bottom," "inner," "outer," and the like refer to an orientation or position based on what is shown in the figures, which is for convenience of description only and is not to be construed as limiting the present disclosure. The meaning of "plurality" is two or more unless specifically limited otherwise. As understood by those skilled in the art, pressure herein is expressed as force per unit area, i.e., pressure.
A negative pressure water leakage detection and judgment method for an underground building concrete structure is characterized in that as shown in figure 1, a plurality of detection points 1 are selected on the back water surface of the underground building concrete structure, a negative pressure detection area is arranged at the detection points 1, detection pressure is arranged in the negative pressure detection area, the direction of the detection pressure is consistent with the direction from the upstream surface to the back water surface, the detection pressure lasts for a plurality of times after reaching a specified pressure value, the leakage condition of the detection points 1 is measured and recorded, and the waterproof quality of the detection points 1 is judged according to the property of the detection points 1 and the leakage condition.
Under the condition that the concrete structure has no penetrating crack, the determining factor of the water leakage problem is the compactness of the concrete structure and the water pressure of the upstream face. When the compaction degree of the concrete structure and the water pressure of the upstream face are in a balanced position, the concrete structure cannot leak water, and if the compaction degree of the concrete structure is weaker than the water pressure of the upstream face, the concrete structure leaks water. On the contrary, even if the concrete structure has cracks, the cracks are non-penetrating cracks, and if the compaction degree of the concrete structure is higher than the water pressure of the upstream face, the water leakage phenomenon does not occur at the parts.
The invention sets a negative pressure detection area on the back surface of the underground building concrete structure, applies continuous pressure from the upstream surface to the back surface on the back surface, supplements the pressure difference between the underground water and the designed pressure caused by insufficient water level, simultaneously attracts the underground water from the upstream surface to the back surface, if the compactness of the concrete structure is insufficient, the underground water can form wet traces, even water leakage points, and if the compactness of the concrete structure is insufficient, linear water leakage points can be formed. Therefore, after the negative pressure is applied to the back water surface for a certain time, the waterproof quality of the concrete structure at the position can be judged according to the leakage condition of the back water surface.
The specific detection standard and detection requirement of the negative pressure water leakage detection method are as follows:
1. detection point
On the basis of the same construction process, representative parts are selected as sampling samples, and different main parts are required to have a certain proportion. Because the negative pressure water leakage detection method is to apply negative pressure manually to complement the deficiency of the original underground water pressure, and the pressure born by the concrete structure is the same as the design pressure, the position which has the highest design pressure or the highest water bearing pressure and is provided with the upstream surface outside is selected, and the concrete steps are as follows:
(1) the part with the maximum water pressure in the underground building concrete structure;
(2) the maximum stress deformation position in the concrete structure of the underground building;
(3) constructing a joint;
(4) early-cracked fractures;
(5) the maximum bending moment in the concrete structure of the underground building.
The negative pressure is applied to the back water surface, so that the concrete structure bears the same load as the designed pressure, and if the concrete structure is greatly deformed or cracks under the load pressure, the compaction degree of the concrete structure is influenced, and therefore, the position with the largest stress or the original crack is selected in the selection of the detection point 1. Under the condition of bearing load at the maximum stress, the deformation is large, cracks are easy to appear, and leakage is caused, such as the middle parts of the plate and the wall. The original crack parts such as the (3) construction joint and the (4) early-stage cracked crack are both original cracks of a concrete structure, and the concrete structure is easy to crack again under load after repair or joint filling in the later stage.
In the long and longitudinal structure of underground buildings, namely the ratio of the length to the width is very large, the structures with large transverse rigidity and small longitudinal rigidity, such as underground buildings of tunnels, subways, underground stations, shared pipe galleries and the like, are caused, and the concrete structure of the buildings needs to be provided with 3 detection points 1 at intervals of at least 100m or every 1000m2The upstream face of (3) is provided with a detection point (1).
2. Detecting pressure
After the detection pressure is applied to the back water surface, the pressure borne by the detection point 1 is equal to the water pressure of the designed highest water level, so the detection pressure is equal to the difference between the water pressure of the designed highest water level of the concrete structure and the water pressure of the existing underground water level. According to design specifications, the water pressure is equal to hydrostatic pressure, the underground buildings such as underground stations and the like may be larger but in a receivable range, and the calculation of the pressure of the water head can be reduced during the calculation of the tunnel structure. The concrete numerical value can be adjusted according to the requirements of actual engineering, so that the concrete structure can bear the load equivalent to the water pressure of the designed highest water level.
Because the water pressure born by the structure is related to the height of the water level above the structure along with the burial depth of the structure, after the detection point 1 is selected, the detection pressure needs to be judged according to the actually selected detection point 1 structure, so that the size of the detection pressure is adjusted, particularly, the influence of the existing water level height, such as the deepest burial depth of the bottom plate 6, the largest water pressure born by the bottom plate, the smallest burial depth of the top plate 5 and the smallest water pressure on the same cross section is adjusted.
In one embodiment, the maximum value of the predetermined pressure is 0.2-0.5 MPa.
In one embodiment, a maximum value of 0.5MPa is specified.
3. Time of detection
Since the application of the negative pressure at the inspection point 1 is a gradual pressurization process, the inspection pressure is maintained at the predetermined pressure value for 10 minutes or more for obtaining the optimum inspection effect, and the inspection time may be as long as 30 minutes from the preparation to the end of the inspection process in consideration of the leakage capability of the structure, etc. When sampling detection is carried out, as the whole space of the structure is sufficient, the multipoint detection can be carried out simultaneously as long as equipment and personnel are allowed, and the whole structure and the detection result are not influenced.
4. Waterproof quality detection standard
In the present invention, the water leakage phenomenon is divided into:
(1) no wet mark exists;
(2) no water leakage point and wet trace;
(3) water leakage points are formed, and linear water leakage does not occur at the water leakage points;
(4) the water leakage point is linear water leakage and carries silt.
Referring to the subway specification, detection points are divided into four stages according to the activity frequency of people, the first-stage detection point is a place where people stay for a long time, the second-stage detection point is a place where people often move, the third-stage detection point is a place where people temporarily move (first-stage combat readiness engineering), the fourth-stage detection point is a place where no people move, and the waterproof quality requirements corresponding to areas of different levels are different, so that the corresponding detection qualified standards are different. The specific qualification criteria are as follows:
(1) the qualified detection standard of the first-stage detection point is as follows: the negative pressure detection area has no water leakage point, and the surface of the negative pressure detection area has no wet trace.
(2) The qualified detection standard of the second-stage detection point is as follows: the negative pressure detection area has no water leakage point, and a small amount of wet traces are on the surface of the negative pressure detection area.
(3) The qualified standard of the third-stage detection point is as follows: the negative pressure detection area has a small amount of water leakage points, and the negative pressure detection area has no wireless water leakage points.
(4) The qualified detection standard of the fourth-stage detection point is as follows: the negative pressure detection area has no water leakage point and no silt leakage.
The specific detection results are shown below:
(1) the qualified second-stage detection point needs to be met simultaneously: the total wet trace area is not more than one thousandth of the total water-facing area; any 100m2The moisture trace point in the upstream surface is not more than 2; the maximum area of a single wet trace point is not more than 0.1m2。
(2) The qualified detection of the third detection point needs to be simultaneously satisfied: any 100m2The total number of the water leakage points and the wet trace points on the upstream face is not more than 7; the maximum water leakage amount of a single water leakage point is not more than 2.5L/d; any 100m2The water leakage area in the water-facing surface is not more than 0.3m2。
(3) The qualified detection of the fourth-stage detection point needs to be met simultaneously: the average water leakage of the engineering is not more than 2L/(m)2D); any 100m2The average water leakage of the upstream face is not more than 4L/(m)2.d)。
After the pressure in the negative pressure area is stabilized at the specified pressure value for 10 minutes, the structural surface in the negative pressure area has water leakage or wet trace exceeding the qualified standard, and the detection point 1 is judged to be unqualified.
With respect to the negative pressure method detection apparatus, as shown in fig. 2, in one embodiment, a negative pressure region is created on the backside surface by the suction cup and the vacuum pump 3. Specifically, after a detection point 1 is selected on the back surface of the underground building concrete structure, a vacuum chuck 2 is fixed at the detection point 1, the vacuum chuck 2 is connected with a vacuum pump 3, and a negative pressure area is manufactured inside the vacuum chuck 2 through the vacuum pump 3. The size of the vacuum chuck 2 is 500mm × 400mm, and 0.2m can be manufactured on the back surface2The negative pressure region of (a). A manual valve 4 and a vacuum pressure gauge 7 are arranged between the vacuum pump 3 and the vacuum sucker 2, and the negative pressure is adjusted through the manual valve 4 and the vacuum pressure gauge 7 according to the design pressure of a concrete structure so as to be equal to the specified pressure value.
The invention adopts the negative pressure method to detect the waterproof quality of the underground building concrete structure, can complement the pressure difference that the natural condition does not reach the highest design water level pressure, enables the concrete structure to be detected under the water pressure load of the highest design water level, can find out the potential leakage problem in advance, realizes the inspection effect of the acceptance inspection of the engineering, simultaneously promotes all parties involved in the construction to improve the design and construction process, improves the waterproof quality of the entity engineering, avoids the direct loss and the indirect loss caused by the leakage water after the operation, saves a large amount of high leakage stoppage maintenance cost, has negative influence on the society by the engineering maintenance, and improves the economic benefit and the social benefit of the engineering.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents and improvements made within the spirit and principle of the present invention are intended to be included within the scope of the present invention.
Claims (10)
1. The method is characterized in that a plurality of detection points are selected on the back surface of the underground building concrete structure, negative pressure detection areas are arranged at the detection points, detection pressure is arranged in the negative pressure detection areas, the direction of the detection pressure is consistent with the direction from the upstream surface to the back surface, the detection pressure lasts for a plurality of times after reaching a specified pressure value, the leakage condition of the detection points is measured and recorded, and the waterproof quality of the detection points is judged according to the properties and the leakage condition of the detection points.
2. The method for detecting and determining negative pressure water leakage of a concrete structure of an underground building as claimed in claim 1, wherein said negative pressure detection region is provided with a vacuum chamber, said vacuum chamber is connected to a vacuum pump through a manual valve, and a vacuum pressure gauge is provided between said vacuum chamber and said vacuum pump.
3. The method for detecting and determining negative pressure water leakage of an underground structure of claim 1, wherein the detection point is a point where water leakage is detected
(1) The part with the maximum water pressure bearing capacity in the underground building concrete structure;
(2) the position with the largest stress deformation in the underground building concrete structure;
(3) constructing a joint;
(4) early-cracked fractures;
(5) and the maximum bending moment in the underground building concrete structure.
4. The method of claim 1, wherein the predetermined pressure value is equal to a difference between a designed maximum water level pressure of the underground structure and an existing underground water level pressure.
5. The method for detecting and determining negative pressure water leakage of underground structure concrete according to claim 1, wherein when the underground structure concrete structure is a long structure, 3 detection points are provided at intervals of 100m, or 1000m2Is provided with 3 said detection points.
6. The method for detecting and determining negative pressure water leakage of an underground structure of claim 1, wherein the detection pressure is maintained at the predetermined pressure value for 10 minutes or more.
7. The method for detecting and determining negative pressure water leakage of an underground structure of concrete buildings according to claim 1, wherein the detection points are divided into four stages according to the frequency of the movement of the persons, the first stage detection point is a place where the persons stay for a long time, the second stage detection point is a place where the persons frequently move, the third stage detection point is a place where the persons temporarily move, the fourth stage detection point is a place where no person moves,
the qualified detection standard of the first-stage detection point is as follows: the negative pressure detection area has no water leakage point, and the surface of the negative pressure detection area has no wet trace;
the qualified detection standard of the second-stage detection point is as follows: the negative pressure detection area has no water leakage point, and the surface of the negative pressure detection area has wet traces;
the qualified standard of the third-stage detection point is as follows: the negative pressure detection area is provided with a water leakage point and is wireless;
the qualified detection standard of the fourth-stage detection point is as follows: the negative pressure detection area has no linear water leakage point and no silt leakage phenomenon.
8. The method for detecting and determining negative pressure water leakage of an underground construction concrete structure as claimed in claim 7, wherein said second stage detection point detection qualification is satisfied simultaneously with:
(1) the total wet trace area is not more than one thousandth of the total water-facing area;
(2) any 100m2The moisture trace point in the upstream surface is not more than 2;
(3) the maximum area of a single wet trace point is not more than 0.1m2。
9. The method for detecting and determining negative pressure water leakage of an underground building concrete structure as claimed in claim 7, wherein the third detection point is qualified to meet the following requirements:
(1) any 100m2The total number of the water leakage points and the wet trace points on the upstream face is not more than 7;
(2) the maximum water leakage amount of a single water leakage point is not more than 2.5L/d;
(3) any 100m2The water leakage area in the water-facing surface is not more than 0.3m2。
10. The method for detecting and determining negative pressure water leakage of an underground building concrete structure as claimed in claim 7, wherein said fourth detection point detection qualification needs to satisfy at the same time:
(1) the average water leakage of the engineering is not more than 22L/(m)2.d)；
(2) Any 100m2The average water leakage of the upstream face is not more than 42L/(m)2.d)。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110011594.6A CN112834122B (en) | 2021-01-06 | 2021-01-06 | Negative pressure water leakage detection and judgment method for underground building concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110011594.6A CN112834122B (en) | 2021-01-06 | 2021-01-06 | Negative pressure water leakage detection and judgment method for underground building concrete structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN112834122A true CN112834122A (en) | 2021-05-25 |
| CN112834122B CN112834122B (en) | 2022-12-27 |
Family
ID=75926177
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110011594.6A Active CN112834122B (en) | 2021-01-06 | 2021-01-06 | Negative pressure water leakage detection and judgment method for underground building concrete structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112834122B (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2242455Y (en) * | 1995-03-15 | 1996-12-11 | 北京市建筑工程研究院 | Portable negative pressure device for investigating water-tightness of structures |
| JP2007256178A (en) * | 2006-03-24 | 2007-10-04 | Univ Nihon | Test method of concrete waterproof layer, and testing machine using same |
| CN203893996U (en) * | 2014-05-06 | 2014-10-22 | 泗水县中信检测服务有限公司 | Portable building leakage point detecting device |
| CN109521479A (en) * | 2018-10-11 | 2019-03-26 | 浙江交工集团股份有限公司 | A kind of Indirect testing method of diaphram wall percolating water |
| CN211121812U (en) * | 2019-12-16 | 2020-07-28 | 河南三元工程监理咨询有限公司 | Engineering is managed with building outer wall infiltration testing arrangement |
| CN211347263U (en) * | 2019-10-25 | 2020-08-25 | 张挺 | Waterproof sealing negative pressure detection device for construction |
| CN211401552U (en) * | 2019-12-20 | 2020-09-01 | 上海鸾集自动化科技有限公司 | Building waterproof sealing negative pressure detection device |
| CN211855488U (en) * | 2020-05-19 | 2020-11-03 | 四川中恩岩土工程有限公司 | Building foundation ground water level measuring device |
-
2021
- 2021-01-06 CN CN202110011594.6A patent/CN112834122B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2242455Y (en) * | 1995-03-15 | 1996-12-11 | 北京市建筑工程研究院 | Portable negative pressure device for investigating water-tightness of structures |
| JP2007256178A (en) * | 2006-03-24 | 2007-10-04 | Univ Nihon | Test method of concrete waterproof layer, and testing machine using same |
| CN203893996U (en) * | 2014-05-06 | 2014-10-22 | 泗水县中信检测服务有限公司 | Portable building leakage point detecting device |
| CN109521479A (en) * | 2018-10-11 | 2019-03-26 | 浙江交工集团股份有限公司 | A kind of Indirect testing method of diaphram wall percolating water |
| CN211347263U (en) * | 2019-10-25 | 2020-08-25 | 张挺 | Waterproof sealing negative pressure detection device for construction |
| CN211121812U (en) * | 2019-12-16 | 2020-07-28 | 河南三元工程监理咨询有限公司 | Engineering is managed with building outer wall infiltration testing arrangement |
| CN211401552U (en) * | 2019-12-20 | 2020-09-01 | 上海鸾集自动化科技有限公司 | Building waterproof sealing negative pressure detection device |
| CN211855488U (en) * | 2020-05-19 | 2020-11-03 | 四川中恩岩土工程有限公司 | Building foundation ground water level measuring device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN112834122B (en) | 2022-12-27 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108801799B (en) | Rock fracturing physical simulation system and test method | |
| CN104749081B (en) | Device and method for testing water pressure transmission rule of low-permeability soil body | |
| CN207231732U (en) | A kind of assembled piping lane joint waterproofing test device | |
| CN102435499B (en) | Method and device for detecting stress strength of concrete by bending method | |
| CN204882545U (en) | In same direction as layer rock matter side slope testing system that slides | |
| CN104596802A (en) | Slurry sampling device used for detecting TRD equal-thickness cement stirring wall | |
| CN112834122B (en) | Negative pressure water leakage detection and judgment method for underground building concrete structure | |
| CN110658332A (en) | Concrete lining pre-pressure measurement test device and test method thereof | |
| CN111501858A (en) | Construction method for detecting leakage by using foundation pit bottom plate dewatering well plugging device | |
| CN216646194U (en) | Road bituminous pavement construction infiltration detection device | |
| CN109944281B (en) | Load box and measuring method thereof | |
| CN105716953A (en) | Laboratory simulation test method of circulation pressure-variable fracturing | |
| KR101105166B1 (en) | Apparatus for testing waterproof ability by high hydro pressure | |
| Pi et al. | Innovative loading system for applying internal pressure to a test model of pre-stressed concrete lining in pressure tunnels | |
| CN110565493B (en) | Highway subgrade disease treatment method | |
| CN111077051A (en) | Test device and method for simulating seepage of inner water of lining of hydraulic tunnel under action of high inner water pressure | |
| CN107631839B (en) | Waterproof test system for simulating underground structure and experimental method thereof | |
| CN106404565A (en) | Hydraulic fracturing testing machine for concrete members under reciprocating load and high water pressure | |
| CN116256237A (en) | System and method for dynamically detecting multi-scale crack activation state | |
| CN115726382A (en) | Method and device for determining leakage of joints of foundation pit bottom type waterproof curtain | |
| CN111982779B (en) | Test method for simulating seepage deformation of pressure tunnel by hollow cylindrical rock sample | |
| CN106097862B (en) | A kind of coal and rock under adjustable artesian water pressure stabilization function infiltrates simple experimental device | |
| Igoe et al. | The development and testing of an instrumented open-ended model pile | |
| CN110646583B (en) | Method and device for coal seam water injection similar simulation test | |
| CN110243691B (en) | System and method for testing seepage-proof composite geomembrane |
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 | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230707 Address after: No. 251, beiyangwa, Liyuan Town, Tongzhou District, Beijing Patentee after: CHINA CONSTRUCTION SECOND ENGINEERING BUREAU Ltd. Patentee after: Shenzhen Metro Construction Group Co.,Ltd. Patentee after: Shenzhen Juan Architectural Technology Co.,Ltd. Patentee after: POWERCHINA SOUTH CONSTRUCTION INVESTMENT Co.,Ltd. Address before: No. 251, beiyangwa, Liyuan Town, Tongzhou District, Beijing Patentee before: CHINA CONSTRUCTION SECOND ENGINEERING BUREAU Ltd. Patentee before: Shenzhen Metro Construction Group Co.,Ltd. Patentee before: Shenzhen Juan Architectural Technology Co.,Ltd. |