CN211523298U - Grouting monitoring device - Google Patents
Grouting monitoring device Download PDFInfo
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- CN211523298U CN211523298U CN201821849969.6U CN201821849969U CN211523298U CN 211523298 U CN211523298 U CN 211523298U CN 201821849969 U CN201821849969 U CN 201821849969U CN 211523298 U CN211523298 U CN 211523298U
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Abstract
The utility model relates to a grouting monitoring device, which comprises an outer soil body, a top curing layer, a grouting pipe, a pipe side filling body and a bottom grouting body; a top solidified layer is arranged on the top of the outer soil body; the upper part of the top curing layer is provided with a base supporting body, and a base leveling body, a testing base and a testing upright rod are sequentially arranged on the base supporting body; the inner side of the grouting pipe is provided with a protection pipe and a test pipe, the bottom of the test pipe is provided with a rubber slide block, the outer side of the protection pipe is provided with a pipe side filling body, and the lower surface of the rubber slide block is connected with the bottom grouting body; a position correcting bottom plate and a plate side position correcting body are arranged between the protection tube and the top curing layer; the top of test tube sets up the measuring staff connector, and the measuring staff connector is connected with the test horizontal pole, and the test horizontal pole passes through test instrument and is connected with the test pole setting. The utility model has the advantages that: the utility model discloses grout intraduct sets up protection tube and test tube to make the top and the test instrument of test tube be connected, can dynamic test grouting pressure, promote grout construction quality.
Description
Technical Field
The utility model relates to a grout quality monitoring devices, in particular to grout monitoring devices belongs to ground and foundation engineering field, is applicable to grouting quality monitoring engineering.
Background
At present, automatic devices are adopted in a collecting pipe system and a batching system of grouting engineering, and parameters of drilling and grouting are automatically recorded. Furthermore, an automatic grouting system is adopted in grouting engineering, the output of the drilling parameter recorder can be combined with automatic grouting equipment, and after geological conditions are detected during drilling, the system can automatically adopt proper grouting pressure and proper slurry proportion for grouting. The automatic control and the automatic recording of grouting construction can improve the working efficiency of operation and inspection personnel, can provide reliable and complete data for evaluating grouting effect, and can ensure that the grouting quality is powerfully guaranteed. However, due to the influence of factors such as construction process, structure and construction environment, the problem that soil grouting quality monitoring is difficult frequently exists in actual construction, and grouting construction quality is seriously influenced.
In view of this, in order to improve the monitoring quality of the field grouting construction, the invention of the grouting monitoring device capable of improving the accuracy of the field grouting quality detection and reducing the difficulty of the monitoring system layout is urgently needed.
SUMMERY OF THE UTILITY MODEL
The utility model aims at overcoming not enough among the prior art, providing one kind not only can promote the degree of accuracy that on-the-spot slip casting quality detected, can reduce the monitoring system moreover and lay the grout monitoring devices of the degree of difficulty.
The grouting monitoring device comprises an outer soil body, a top curing layer, a grouting pipe, a pipe side filling body and a bottom grouting body; a top solidified layer is arranged on the top of the outer soil body; the upper part of the top curing layer is provided with a base supporting body, and a base leveling body, a testing base and a testing upright rod are sequentially arranged on the base supporting body; the inner side of the grouting pipe is provided with a protection pipe and a test pipe, the bottom of the test pipe is provided with a rubber slide block, the outer side of the protection pipe is provided with a pipe side filling body, and the lower surface of the rubber slide block is connected with the bottom grouting body; a position correcting bottom plate and a plate side position correcting body are arranged between the protection tube and the top curing layer; the top of test tube sets up the measuring staff connector, and the measuring staff connector is connected with the test horizontal pole, and the test horizontal pole passes through test instrument and is connected with the test pole setting.
Preferably, the method comprises the following steps: the position correction bottom plate is vertically welded and connected with the plate side position correction body.
Preferably, the method comprises the following steps: the testing instrument adopts a mechanical instrument or an electronic instrument.
The utility model has the advantages that: the utility model discloses grout intraduct sets up protection tube and test tube to make the top and the test instrument of test tube be connected, can dynamic test grouting pressure, promote grout construction quality.
Drawings
FIG. 1 is a schematic view of the grouting detection system of the present invention.
Description of reference numerals: 1-outside soil mass; 2-top curing layer; 3-a base support; 4-base leveling body; 5-testing the base; 6-testing the vertical rod; 7-grouting pipes; 8-a protective tube; 9-a test tube; 10-a rubber slide block; 11-tube side packing; 12-a position correction bottom plate; 13-plate side retainers; 14-a stylus interface; 15-a test cross bar; 16-a test instrument; 17-bottom slip casting.
Detailed Description
The present invention will be further described with reference to the following examples. The following description of the embodiments is merely provided to aid in understanding the invention. It should be noted that, for those skilled in the art, without departing from the principle of the present invention, the present invention can be further modified and modified, and such modifications and modifications also fall within the protection scope of the appended claims.
As shown in fig. 1, the grouting monitoring device is provided with a top solidified layer 2 on the top of an outer soil body 1; a base support body 3 is arranged at the upper part of the top curing layer 2, and a base leveling body 4, a testing base 5 and a testing upright rod 6 are sequentially arranged on the base support body 3; arranging a protection tube 8 and a test tube 9 on the inner side of the grouting tube 7, arranging a rubber slide block 10 at the bottom of the test tube 9, arranging a tube side filling body 11 on the outer side of the protection tube 8, and connecting the lower surface of the rubber slide block 10 with a bottom grouting body 17; a position correcting bottom plate 12 and a plate side correcting body 13 are arranged between the protective tube 8 and the top curing layer 2; and a measuring rod connector 14 is arranged at the top of the test tube 9, the measuring rod connector 14 is connected with a test cross rod 15, and the test cross rod 15 is connected with the test vertical rod 6 through a test instrument 16.
The outside soil body 1 is sandy soil or cohesive soil.
The top cured layer 2 was cured with cement grout and was 10cm thick.
The base support body 3 adopts a steel plate with the thickness of 2cm, and the plane size is 10cm multiplied by 10 cm.
The base leveling body 4 adopts a rubber plate with the thickness of 1 cm.
The test base 5 adopts a magnetic gauge stand.
The test upright 6 is made of steel with a strength of Q235.
The grouting pipe 7 adopts a grouting hose; the protection tube 8 and the test tube 9 are both made of PVC tubes.
The rubber slide block 10 is a rubber pulley with a thickness of 10 cm.
The tube-side packing 11 uses medium sand having a uniform particle size.
The position correcting bottom plate 12 is made of a steel plate with the diameter of 10mm, the plate side correcting body 13 is formed by cutting a threaded steel bar and is 10cm high, and the position correcting bottom plate and the plate side correcting body are vertically welded and connected.
The measuring rod connecting body 14 is formed by rolling a steel plate with the thickness of 1 cm.
The test rail 15 is a steel plate having a thickness of 1cm and a width of 10 cm.
The test instrument 16 employs a mechanical gauge.
The bottom grouting body 17 is filled with cement mortar material.
Claims (3)
1. A grout monitoring device which characterized in that: comprises an outer side soil body (1), a top solidified layer (2), a grouting pipe (7), a pipe side filling body (11) and a bottom grouting body (17); a top solidified layer (2) is arranged on the top of the outer side soil body (1); the upper part of the top curing layer (2) is provided with a base supporting body (3), and a base leveling body (4), a testing base (5) and a testing upright rod (6) are sequentially arranged on the base supporting body (3); a protection pipe (8) and a test pipe (9) are arranged on the inner side of the grouting pipe (7), a rubber slide block (10) is arranged at the bottom of the test pipe (9), a pipe side filling body (11) is arranged on the outer side of the protection pipe (8), and the lower surface of the rubber slide block (10) is connected with a bottom grouting body (17); a position correcting bottom plate (12) and a plate side correcting body (13) are arranged between the protective tube (8) and the top curing layer (2); the top of test tube (9) sets up measuring staff connector (14), and measuring staff connector (14) are connected with test horizontal pole (15), and test horizontal pole (15) are connected with test pole setting (6) through test instrument (16).
2. The grout monitoring device of claim 1, wherein: the position correction bottom plate (12) and the plate side correction body (13) are vertically connected in a welding mode.
3. The grout monitoring device of claim 1, wherein: the test instrument (16) adopts a mechanical instrument or an electronic instrument.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821849969.6U CN211523298U (en) | 2018-11-09 | 2018-11-09 | Grouting monitoring device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821849969.6U CN211523298U (en) | 2018-11-09 | 2018-11-09 | Grouting monitoring device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211523298U true CN211523298U (en) | 2020-09-18 |
Family
ID=72458359
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821849969.6U Active CN211523298U (en) | 2018-11-09 | 2018-11-09 | Grouting monitoring device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211523298U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113721003A (en) * | 2021-09-01 | 2021-11-30 | 广东益鑫源工程建设管理咨询有限公司 | Cone-probe grouting quality detection equipment and detection method |
-
2018
- 2018-11-09 CN CN201821849969.6U patent/CN211523298U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113721003A (en) * | 2021-09-01 | 2021-11-30 | 广东益鑫源工程建设管理咨询有限公司 | Cone-probe grouting quality detection equipment and detection method |
| CN113721003B (en) * | 2021-09-01 | 2024-04-16 | 广东益鑫源工程建设管理咨询有限公司 | Cone detection grouting quality detection equipment and detection method |
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