CN217632577U - Grouting pressure alarm for pipe jacking construction - Google Patents
Grouting pressure alarm for pipe jacking construction Download PDFInfo
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- CN217632577U CN217632577U CN202221351837.7U CN202221351837U CN217632577U CN 217632577 U CN217632577 U CN 217632577U CN 202221351837 U CN202221351837 U CN 202221351837U CN 217632577 U CN217632577 U CN 217632577U
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Abstract
The utility model belongs to the technical field of the push pipe construction, concretely relates to slip casting pressure alarm is used in push pipe construction. The utility model provides a push pipe construction is with slip casting pressure alarm, includes pressure valve, alarm and pressure reduction means, the pressure valve sets up on the connecting piece, the left end and the multi-way valve of connecting piece are connected, the alarm can be dismantled and set up in the multi-way valve, and be connected with the pressure valve electricity, the right-hand member and the pressure reduction means of connecting piece are connected. The grouting pipe of each grouting hole is provided with a pressure valve, so that the grouting pressure can be monitored in real time; the alarm connected with the pressure valve is arranged, so that the alarm can be given out at the first time, constructors can find problems at the first time, the time for finding the problems is shortened, the efficiency for solving the accidents is improved, and the accident rate in the construction process can be effectively reduced; be provided with pressure reduction means, can seal the very first time after pressure surpasss the warning value, avoided the artifical hidden danger that closes the untimely cause of valve.
Description
Technical Field
The utility model belongs to the technical field of the push pipe construction, concretely relates to slip casting pressure alarm is used in push pipe construction.
Background
The pipe jacking construction is that a hydraulic jack or equipment with jacking and traction functions is adopted, a pipe jacking working well is used as a bearing wall, and pipes are jacked into a soil layer one by one according to the designed elevation, direction and gradient until the pipe reaches the destination.
The magnitude of the jacking force during construction obviously influences the quality and progress of construction, the key of jacking force control is to reduce the jacking resistance to the maximum extent, and the most effective method for reducing the jacking resistance is to perform grouting. The grouting makes the peripheral outer wall of the pipe form a slurry lubricating sleeve, thereby reducing the frictional resistance during jacking. Particularly, after the pipeline is jacked into the soil, thixotropic slurry must be injected between the outer wall of the pipeline and the soil wall, so that a closed slurry sleeve is formed. The friction resistance between the thixotropic slurry and the pipe wall is small, so that the jacking force is greatly reduced.
In actual grouting construction, when the construction geology with soft soil body, particularly construction of a backfill region penetrating through a burial pit (the current state burial pit has the depth of more than 10 meters, is mostly in a long and narrow shape, and has vertical and steep burial pit walls and basically no slope), the requirement on grouting construction is higher, otherwise, grouting can occur to cause pipeline foundation or roadbed settlement, and therefore the road construction quality is influenced.
However, the existing grouting construction is only provided with a pressure valve in a main pipeline, and the secondary pipeline of each grouting hole is not provided with a pressure valve, so that the grouting pressure of each grouting hole cannot be accurately monitored, and the grouting pressure is difficult to find in the first time after abnormity, so that the damage of an ancient tomb can be caused, even the settlement of the geology is caused, and the construction potential safety hazard exists.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a slip casting pressure alarm is used in push pipe construction, it can overcome above-mentioned prior art not enough, carries out real-time supervision to the pressure of the slip casting pipe in each grouting hole, and can take place the police dispatch newspaper the very first time to constructor discovers the solution, and is provided with pressure reduction means, can exceed behind the warning value slip casting pressure to slip casting pipeline seal, and the very first time stops the slip casting.
In order to realize the technical effect, the utility model discloses the technical scheme who adopts as follows:
the utility model provides a push pipe construction is with slip casting pressure alarm, includes pressure valve, alarm and pressure reduction means, the pressure valve sets up on the connecting piece, the left end and the multi-way valve of connecting piece are connected, the alarm can be dismantled and set up in the multi-way valve, and be connected with the pressure valve electricity, the right-hand member and the pressure reduction means of connecting piece are connected.
Preferably, pressure reduction means includes casing, step-down board and step-down stopper, be provided with two guide bars along the pipeline direction in the casing, the step-down board slides and sets up on the guide bar, be provided with the spring between the right side wall of step-down board and the shells inner wall, the left end of casing extends the shaping and has left connecting pipe, the right-hand member of casing extends the shaping and has right connecting pipe, the right side wall of step-down board is fixed be provided with right connecting pipe complex sealing plug.
Preferably, a diffusion hemisphere is disposed at the left side of the pressure reducing plate.
Preferably, the connecting piece and the left connecting pipe are integrally formed.
Preferably, left side connecting pipe includes integrated into one piece's outer tube and inner tube, the outer tube is seted up there is the internal thread, the external screw thread has been seted up to the inner tube, be provided with sealed the pad in the annular between outer tube and the inner tube, the outer wall of connecting piece, inner wall seted up with outer tube and inner tube complex screw thread.
Preferably, the bottom of the alarm is hinged with two semicircular installation pieces, and the extension parts of the installation pieces are fixed through bolts.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the novel grouting pipe of each grouting hole is provided with the pressure valve, so that the grouting pressure can be monitored in real time, and because the geological conditions of each grouting hole are different, some grouting holes are just positioned at weak positions such as tomb pit backfill and the like, and the accurate monitoring of the positions can be realized;
2. the novel alarm device is provided with the alarm connected with the pressure valve, so that the alarm can be given out at the first time, constructors can find problems at the first time, the time for finding the problems is shortened, the efficiency of solving accidents is improved, and the accident rate in the construction process can be effectively reduced;
3. this application is provided with pressure reduction means, can be sealed the very first time after pressure surpasses the warning value, and the solution problem that can be quick has avoided the artifical hidden danger that closes the untimely cause of valve.
Drawings
The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the invention and not to limit the invention.
In the drawings:
fig. 1 is a front view of embodiment 1 of the present invention;
FIG. 2 is a main sectional view of a depressurization device according to embodiment 1 of the present invention;
FIG. 3 is a front view of the mounting plate of the present invention;
fig. 4 is a front view of embodiment 2 of the present invention;
fig. 5 is a main sectional view of a pressure reducing device according to embodiment 2 of the present invention;
fig. 6 is a left side view of the left connecting pipe of embodiment 2 of the present invention;
wherein: 1. the alarm comprises an alarm body, 2, an installation sheet, 3, a pressure valve, 4, a connecting piece, 5, a multi-way valve, 6, a valve, 7, a main pipeline, 8, a shell, 9, a secondary pipeline, 10, an inner cavity, 11, a sealing gasket, 12, a diffusion hemisphere, 13, a left connecting pipe, 1301, an outer pipe, 1302, an inner pipe, 14, a guide rod, 15, a pressure reducing plate, 16, a spring, 17, a right connecting pipe, 18, a bolt and 19, and a sealing plug.
Detailed Description
The preferred embodiments of the present invention will be described in conjunction with the accompanying drawings, and it will be understood that they are presented herein only to illustrate and explain the present invention, and not to limit the present invention.
Example 1:
referring to fig. 1-3, a push pipe construction is with slip casting pressure alarm, including pressure valve 3, alarm 1 and pressure reduction means, pressure valve 3 and alarm 1 are current device, can surpass warning value back warning at pipeline pressure, and here is no longer repeated, 3 screw threads of pressure valve set up on connecting piece 4, connecting piece 4 is stainless steel's tubular structure spare, the left end and the 5 threaded connection of multi-way valve of connecting piece 4, be provided with valve 6 on the multi-way valve 5, the other end of multi-way valve 5 and 7 threaded connection of trunk line of slip casting, alarm 1 can be dismantled and set up in multi-way valve 5, and is connected with pressure valve 3 electricity, pressure valve 3 and the alarm 1 rather than the electricity is connected, the right-hand member and the pressure reduction means of connecting piece 4 are connected.
Pressure reduction means includes casing 8, step-down board 15 and step-down stopper 19, the inside inner chamber of having seted up of casing 8 can be through slip casting thick liquids, be provided with two guide bars 14 along the pipeline direction is fixed in casing 8, step-down board 15 slides and sets up on guide bar 14, be provided with spring 16 between the right side wall of step-down board 15 and the casing 8 inner wall, and the equal fixed connection in both ends of spring 16, spring 16 normal attitude is the extension attitude, the left end of casing 8 extends the shaping has left connecting pipe 13, connecting piece 4 and left connecting pipe 13 integrated into one piece, the right-hand member of casing 8 extends the shaping and has right connecting pipe 17, the tip threaded connection of right connecting pipe 17 has inferior pipeline 9, inferior pipeline 9 passes slip casting behind the slip casting hole, step-down board 15's right side wall is fixed be provided with right connecting pipe 17 complex sealing plug 19, inferior pipeline 9 has seted up with multiport 5 complex internal thread, sealing plug 19 is hemispherical structure, and sealing plug 19 is the metal material, and the diameter is less than right connecting pipe 17 internal diameter 5mm.
The left side of the pressure reducing plate 15 is provided with the diffusion hemisphere 12, the diffusion hemisphere 12 is made of metal materials, slurry from the left connecting pipe 13 can be diffused into cavities on two sides of the pressure reducing plate 15, the slurry flowing rate is improved, and deposition of the slurry is avoided.
The bottom of alarm 1 articulates there are two semicircular installation pieces 2, and the joint is on the body of multi-ported valve 5 during the use, the extension of installation piece 2 passes through bolt 20 to be fixed, can realize dismantling of alarm 1 and connect.
The principle and the using flow of the embodiment are as follows:
during the use, screw connecting piece 4 on the body of multi-way valve 5, install pressure valve 3 on connecting piece 4, then will install 2 joints of piece on the body of multi-way valve 5, screw bolt 20, realize the fixed of alarm 1, right connecting pipe 17 connects inferior pipeline 9, and inferior pipeline 9 injects the slip casting hole slip casting, and the monitoring to inferior pipeline 9 slip casting pressure is realized to the last switch on.
During grouting, when the pressure is within the range of the warning value, the corresponding spring 16 is in the normal compression range, the sealing plug 19 cannot plug the secondary pipeline 9, and the slurry flows to the secondary pipeline 9 from the gap of the cavity 10 and then enters the grouting hole.
When the pressure exceeds the warning value, the alarm 1 begins to flash to give an alarm to prompt constructors. Meanwhile, the spring 16 is compressed, the pressure reducing plate 15 moves rightwards, the sealing plug 19 is driven to plug the secondary pipeline 9, slurry cannot flow through, and the sealing plug 19 is sealed more tightly when the pressure is higher, so that the secondary pipeline 9 is plugged completely.
Example 2:
the difference from embodiment 1 is that, referring to fig. 4-6, the left connecting pipe 13 includes an outer pipe 1301 and an inner pipe 1302 which are integrally formed, the outer pipe 1301 is provided with an internal thread, the inner pipe 1302 is provided with an external thread, a sealing gasket 11 is arranged in a ring groove between the outer pipe 1301 and the inner pipe 1302, the outer wall and the inner wall of the connecting member 4 are provided with threads which are matched with the outer pipe 1301 and the inner pipe 1302, so that the detachable connection between the pressure reducing device and the connecting member 4 can be realized, and the maintenance of the pressure reducing device is facilitated.
The principle and the using flow of the embodiment are as follows:
different from embodiment 1, this embodiment needs to insert the connecting piece 4 between the outer tube 1301 and the inner tube 1302 of the left connecting tube 13 to screw when installing, can realize detachable connection, and the steadiness of double thread connection is better simultaneously, and is provided with the sealing gasket 11, can realize better sealed effect.
The foregoing shows and describes the basic principles, essential features, and advantages of the invention. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (6)
1. The utility model provides a push pipe construction is with slip casting pressure alarm which characterized in that: including pressure valve (3), alarm (1) and pressure reduction means, pressure valve (3) set up on connecting piece (4), the left end and the multi-ported valve (5) of connecting piece (4) are connected, alarm (1) can be dismantled and set up on multi-ported valve (5), and is connected with pressure valve (3) electricity, the right-hand member and the pressure reduction means of connecting piece (4) are connected.
2. The grouting pressure alarm for pipe jacking construction as claimed in claim 1, wherein: pressure reduction means includes casing (8), step-down board (15) and sealing plug (19), be provided with two guide bar (14) along the pipeline direction in casing (8), step-down board (15) slide to set up on guide bar (14), be provided with spring (16) between the right side wall of step-down board (15) and casing (8) inner wall, the left end of casing (8) extends the shaping and has left connecting pipe (13), the right-hand member of casing (8) extends the shaping and has right connecting pipe (17), the right side wall of step-down board (15) is fixed be provided with right connecting pipe (17) complex sealing plug (19).
3. The grouting pressure alarm for pipe jacking construction as claimed in claim 2, wherein: and a diffusion hemisphere (12) is arranged on the left side of the pressure reducing plate (15).
4. The grouting pressure alarm for pipe jacking construction according to claim 3, characterized in that: the connecting piece (4) and the left connecting pipe (13) are integrally formed.
5. The grouting pressure alarm for pipe jacking construction as claimed in claim 3, wherein: the left connecting pipe (13) comprises an outer pipe (1301) and an inner pipe (1302) which are integrally formed, an inner thread is formed in the outer pipe (1301), an outer thread is formed in the inner pipe (1302), a sealing gasket (11) is arranged in a ring groove between the outer pipe (1301) and the inner pipe (1302), and threads matched with the outer pipe (1301) and the inner pipe (1302) are formed in the outer wall and the inner wall of the connecting piece (4).
6. The grouting pressure alarm for pipe jacking construction as claimed in claim 5, wherein: the bottom of the alarm (1) is hinged with two semicircular installation pieces (2), and the extension parts of the installation pieces (2) are fixed through bolts (18).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202221351837.7U CN217632577U (en) | 2022-05-30 | 2022-05-30 | Grouting pressure alarm for pipe jacking construction |
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CN202221351837.7U CN217632577U (en) | 2022-05-30 | 2022-05-30 | Grouting pressure alarm for pipe jacking construction |
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CN217632577U true CN217632577U (en) | 2022-10-21 |
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CN202221351837.7U Active CN217632577U (en) | 2022-05-30 | 2022-05-30 | Grouting pressure alarm for pipe jacking construction |
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2022
- 2022-05-30 CN CN202221351837.7U patent/CN217632577U/en active Active
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