CN210978736U - Curved pipe jacking interface water stop structure suitable for high water pressure condition - Google Patents

Abstract

The utility model relates to the field of pipe jacking engineering, in particular to a water stop structure for a pipe jacking interface in a curve under high water pressure conditions, comprising a front pipe section and a rear pipe section, wherein the front pipe section and the rear pipe section are steel socket interfaces , a wooden liner is arranged between the end faces of the front tube section and the rear tube section, and the inner side of the steel socket of the front tube section is provided with water-expanding rubber, which is characterized in that: the socket of the rear tube section is provided with a Two back-stop steel rings and a wedge-shaped sealing rubber ring are provided with a grouting pipe near the end of the socket of the rear pipe section. The utility model can solve the problem of water-stopping the joints of the curved pipe jacking under the condition of high water pressure, and improves the safety of water-stopping the joints under the high water pressure state during the construction of the pipe jacking.

Description

A water-stop structure suitable for curve pipe jacking interface under high water pressure condition

technical field

The utility model relates to the field of pipe jacking engineering, in particular to a water stop structure for a pipe jacking interface of a curve under high water pressure conditions.

Background technique

The interface water stop of reinforced concrete pipe jacking structure generally adopts steel socket or double socket interface, and the interface water stop needs to meet the waterproof requirements during construction and operation.

According to "Technical Regulations for Pipe Jacking of Water Supply and Drainage Engineering" (CECS246:2008) and "Code for Construction Technology and Acceptance of Pipe Jacking" (trial), the reinforced concrete pipe jacking with double socket interface is not suitable for sandy soil layers. When encountering sandy soil layers, steel socket joints are often used, that is, the front half of the steel socket is buried in the concrete pipe. In order to prevent leakage from the joint surface of the steel socket and the concrete pipe, a Water-swellable rubber waterstop. When the water-expandable rubber water-stop ring encounters water, the volume will expand by 1 to 3 times, and the water-stopping rubber ring is used between the front and rear jacking pipes.

In the soft soil or sandy soil stratum rich in groundwater, it is the general practice of various municipal pipe jacking projects to use a steel socket interface with a sealing rubber ring for the pipe jacking interface, as shown in Figure 1.

With the rapid development of various municipal pipe jacking projects, the burial depth of various municipal pipe jacking projects is getting deeper and deeper, which has higher and higher requirements for the water stop of the pipe jacking interface. Especially when crossing rivers, lakes and other sections, such strata have the characteristics of high water head and strong permeability, and the water-stop effect of joints directly affects the success or failure of the project.

In general, a sealing rubber ring only needs to bear the effect of external water head. When the axis of the jacking pipe is curved or the axis needs to be deflected due to construction errors, a sealing rubber ring needs to bear the extrusion or relaxation caused by the structural deflection. The water stop is mostly used for pipe jacking construction under the condition of water head of about 10m. When the pipe jacking project crosses rivers, lakes and other sections, the pipe jacking joint must meet the water stop under the condition of external high water pressure. After relaxation, it cannot meet the waterproofing requirements for construction and operation.

When the external pressure-bearing water head is high, the reliability of the water-stopping effect of a sealing rubber ring is low, and it is necessary to take measures to strengthen the water-stopping. For example, the utility model patent (CN203948784U) uses two sealing rubber rings to stop water, and sets two grouting pipes between the two rubber rings. The voids are filled densely to achieve the effect of strengthening the water stop.

The two sealing rubber rings can improve the water-stopping ability of the pipe jacking joint, but the existing water-stopping structure of the joint is not suitable for the construction of the curved pipe jacking, and the safety of the structure operation is low. Because the existing grouting pipe arrangement can only inject cement slurry or cement mortar between the two sealing rubber rings, the drag reducing mud cannot be injected between the jacking pipe and the excavated soil. The head of the pipe jacking machine is provided. When the axis of the pipe jacking is curved, the thrust of the pipe jacking will be greatly increased, which will directly affect whether the pipe jacking machine can advance smoothly.

During the operation stage, the gap between the pipe jacking structure and the excavated soil is the drag reducing mud. After the project is completed, the drag reducing mud cannot be replaced. The mud will be solidified or disturbed later, and the pipe jacking structure will be wrapped in mud during operation The "floating" state adversely affects the safety of the operating structure.

Utility model content

In view of the above problems, the purpose of the present utility model is to provide a water-stop structure suitable for the pipe jacking interface of the high water pressure condition curve.

In order to achieve the above purpose, a water-stop structure suitable for a pipe jacking interface of a curve under high water pressure conditions, comprising a front pipe section and a rear pipe section, the front pipe section and the rear pipe section are steel socket interfaces, and the front pipe section is a steel socket interface. A wooden liner is arranged between the end face of the rear pipe section, and the inner side of the steel socket of the front pipe section is provided with water-swellable rubber. and a wedge-shaped sealing rubber ring, and a grouting pipe is arranged near the end of the socket of the rear pipe section.

Further, the wedge-shaped sealing rubber ring is bonded in the base groove on the socket of the rear pipe section by adhesive.

Further, four grouting pipes are provided.

Further, the wood liner is a plywood with uniform texture and elasticity, and the compressive modulus should not be greater than 140MPa.

Further, after the grouting of the grouting pipe is completed, epoxy mortar is used to seal the grouting pipe, so as to improve the waterproof effect and structural strength of the grouting hole.

Further, the jacking pipe is provided with a grouting section every four pipe sections along the longitudinal direction of the line, and each grouting section is provided with four evenly arranged grouting holes in the middle of the jacking pipe structure.

The beneficial effects of the present utility model are:

1. The utility model can solve the problem of water-stopping the joints of curved pipe jacking under the condition of high water pressure, and improve the safety of water-stopping the joints under the high water pressure state during the construction of the pipe jacking.

2. The utility model adopts a double wedge-shaped sealing rubber ring to stop water. When the shape of the jacking line is curved, the force and deformation of the wedge-shaped sealing rubber ring change with the shape of the jacking line, that is, the internal and external force of the rubber ring is in a straight line. Evenly, in the curve section, the inner side of the rubber ring is compressed and the outer side is pulled.

3. By setting the double wedge-shaped sealing rubber ring to stop the water, the sealing test of the pipe jacking joint can be carried out on the ground, and the water-stopping performance of the joint can be judged in advance.

4. By setting a grouting pipe near the spigot end of the rear pipe section, in order to fill the gap between the pipe jacking structure and the excavated soil body, the later settlement of the soil body after the pipe jacking can be reduced, and at the same time, it can be used as a partition. Due to the hydraulic connection between the peripheral groundwater and the structure, after the entire line is penetrated, the drag-reducing mud on the outside of the structure is replaced by cement paste through the grouting hole.

Description of drawings

Figure 1 is a schematic diagram of a steel socket with a sealing rubber ring used for the existing pipe jacking interface, and the direction of the arrow is the advancing direction of the pipe jacking.

Fig. 2 is a schematic diagram of the water-stop structure of the pipe jacking interface of the utility model suitable for the high water pressure condition curve, and the direction of the arrow is the pushing direction of the pipe jacking.

FIG. 3 is a schematic diagram of the installation of the back-stop steel ring of the present invention.

FIG. 4 is a schematic diagram of the sealing test of the present invention.

Among them: front pipe section 1, rear pipe section 2, steel socket 3, socket 4, backstop steel ring 5, wedge-shaped sealing rubber ring 6, water swelling rubber 7, wood gasket 8, sealing paste 9, socket anchor Rib 10, grouting pipe 11, steel ring 12, epoxy mortar 13, quarter ball valve 14, quarter pipe 15, reinforcing rib 16, stressed main rib 17, pipe jacking pipe section wall thickness h.

Detailed ways

The present utility model will be described in detail below with reference to the accompanying drawings and specific embodiments. This embodiment is implemented on the premise of the technical solution of the present invention, and provides a detailed implementation manner and a specific operation process, but the protection scope of the present invention is not limited to the following embodiments.

As shown in Fig. 2, a water-stop structure for pipe jacking joints suitable for high water pressure condition curve includes a front pipe section 1 and a rear pipe section 2, the front pipe section 1 and the rear pipe section 2 are steel socket joints, A wooden liner 8 is arranged between the end faces of the front pipe section 1 and the rear pipe section 2, the inner side of the steel socket 3 of the front pipe section 1 is provided with a water-swellable rubber 7, and the socket 4 of the rear pipe section 2 is provided with a water-swellable rubber 7. There are two anti-return steel rings 5 and a wedge-shaped sealing rubber ring 6 , and a grouting pipe 11 is arranged near the end of the socket 4 of the rear pipe section 2 .

As shown in Figure 3, before installing the wedge-shaped sealing rubber ring 6, the anti-return steel ring 5 and the socket anchor 10 are welded first, and the anti-return steel ring 5 is simultaneously embedded in the production of the pipe jacking pipe section reinforcement cage, and concrete is poured. , after the structural strength reaches the design strength, install the wedge-shaped sealing rubber ring 6 to the designated position in turn, add sealant at the same time, and ensure that it is pressed tightly after being pushed in.

The wedge-shaped sealing rubber ring 6 is bonded in the base groove of the socket 4 of the rear pipe section 2 with 202 neoprene adhesive. When installing the wedge-shaped sealing rubber ring 6, the sealant is added simultaneously to ensure that it is pressed tightly after being pushed in.

The wood liner 8 should be made of plywood with uniform texture and elasticity, the compressive modulus should not be greater than 140MPa, and the performance should meet the fitting requirements of the pipe jacking curve axis.

The assembly method of the front and rear two-section pipe jacking structures is consistent with the general single-channel sealing water-stop pipe jacking structure.

The requirements of the wedge-shaped sealing rubber ring 6 and the wooden liner 8 are not only for the assembly of ordinary straight pipe sections, but also according to the requirements of the design axis of the plane or longitudinal section of the jacking pipe. Profile Curve Fitting.

Before mass production of pipe joints and sealing devices, a tightness test should be carried out for the pipe jacking pipe joints. As shown in Figure 4, that is, after the trial assembly of the two ordinary straight pipe sections, open two 8mm diameter holes on the steel socket 2 outside the double wedge-shaped sealing rubber ring 6, and install the valve on the two holes. . Start watering from one hole, and open the valve of the other hole to exhaust until the water fills the gap between the two seals; after the gap is filled with water, install a pressure gauge and a pressure test pump on the two holes respectively, and pass the pressure test pump Pressurize and observe the pressure gauge value when the seal leaks. The test pressure is qualified if it reaches 1.5 to 2.0 times of the design head. The test requirements of two curved sections are the same as the straight sections.

The four grouting holes of the rear pipe section 2 are used for synchronous grouting at the head and tail ends of the pipe jacking machine, so that the slurry can continuously fill the entire gap. In the whole pipeline, one grouting section is set every four pipe sections, and four grouting holes are set for each grouting section. Slurry replenishment should be carried out in order and quantitative pressure injection.

The outer side of the structure needs to be backfilled with cement slurry to fill the gap between the pipe jacking structure and the excavated soil, which can reduce the later settlement of the soil after the pipe jacking. In the land section, the supplementary pressure grouting is particularly important, and at the same time, it can play the role of cutting off the hydraulic connection between the peripheral groundwater and the structure.

The backfill grouting slurry is cement slurry, and the grouting pressure is 0.8-1.0MPa. The grouting needs to be assigned a special person to be responsible for the detailed record of the pressing position, pressing amount and pressure value, and timely adjustment according to the monitoring information of the formation deformation to ensure the construction quality of the grouting process. In order to replace all the drag-reducing mud with cement slurry as much as possible, the pipe jacking structure was replaced by longitudinal partitions.

In the process of pipe jacking, the rear pipe section 2 is pushed into the front pipe section 1 in turn. After the whole line is penetrated, the drag reducing mud on the outside of the structure is replaced with cement slurry through the grouting hole.

The content not described in detail in this specification belongs to the prior art known to those skilled in the art.

Claims (6)

1. The utility model provides a be applicable to curved push pipe interface stagnant water structure of high water pressure condition, includes preceding tube coupling (1) and back tube coupling (2), preceding tube coupling (1) and back tube coupling (2) are steel bell mouth interface, be provided with wooden gasket (8) between the terminal surface of preceding tube coupling (1) and back tube coupling (2), steel bell mouth (3) inboard of preceding tube coupling (1) is provided with and meets water inflation rubber (7), its characterized in that: two retaining steel rings (5) and a wedge-shaped sealing rubber ring (6) are arranged on the socket (4) of the rear pipe joint (2), and a grouting pipe (11) is arranged near the end of the socket (4) of the rear pipe joint (2).

2. The water stop structure suitable for the curved pipe jacking interface under the high water pressure condition according to claim 1, wherein the water stop structure comprises: the wedge-shaped sealing rubber ring (6) is bonded in a base groove on the socket (4) of the rear pipe joint (2) through an adhesive.

3. The water stop structure suitable for the curved pipe jacking interface under the high water pressure condition according to claim 1, wherein the water stop structure comprises: the number of the grouting pipes (11) is four.

4. The water stop structure suitable for the curved pipe jacking interface under the high water pressure condition according to claim 1, wherein the water stop structure comprises: the wood liner (8) is a plywood with uniform texture and rich elasticity, and the compression modulus is not more than 140 MPa.

5. The water stop structure suitable for the curved pipe jacking interface under the high water pressure condition according to claim 3, wherein the water stop structure comprises: after the grouting of the grouting pipe (11) is finished, the grouting pipe (11) is plugged by epoxy mortar (13) so as to improve the waterproof effect and the structural strength of the grouting hole.

6. The water stop structure suitable for the curved pipe jacking interface under the high water pressure condition according to claim 1, wherein the water stop structure comprises: the jacking pipe is provided with a slurry supplementing section at every four pipe joints along the longitudinal direction of the line, and each slurry supplementing section is provided with four grouting holes which are uniformly distributed in the middle of the jacking pipe structure.

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