Blocking and grouting device for dike culvert pipe

By using a sealing device consisting of sealing steel plates and rubber sealing rings at both ends of the culvert in the dike, combined with a retractable grouting pipe and a grout discharge pipe, the problems of unstable density and grout leakage during the culvert sealing construction were solved, achieving a high-efficiency and pressure-resistant grouting effect and ensuring the safety of the dike.

CN223824116UActive Publication Date: 2026-01-23THE FIRST ENG CO LTD OF CHINA RAILWAY NO 12 BUREAU GRP +1
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Patent Information

Application Number
CN202422088548.8
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-08-28
Publication Date
2026-01-23
Estimated Expiration
2034-08-28

AI Technical Summary

Technical Problem

The existing culvert sealing device for dikes has a simple structure and is subject to arbitrary construction operations, resulting in unstable concrete density. The concrete inside and outside the pipe cannot be poured simultaneously, which easily leads to construction joints. Furthermore, the sealing point at the pipe opening may fail under grouting pressure, posing a risk of grout leakage and seepage.

Method used

A sealing device combining sealing steel plates and rubber sealing rings is used. Concrete end walls are set at both ends of the culvert, through which expandable grouting pipes and pre-embedded grout discharge pipes are inserted. The grouting circulation and sealing are achieved through the connection of grout stop valves and grouting joints. The sealing steel plates are fixed with expansion bolts to ensure sealing and stability.

Benefits of technology

It effectively prevents pipe sealing failure and grout leakage, realizes circulation between grouting holes and venting holes, ensures dense grouting, reduces the risk of leakage, and improves construction efficiency.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses an embankment culvert pipe plugging and grouting device which comprises plugging steel plates fixedly arranged on pipe culvert end walls at the two ends of a culvert pipe, rubber sealing rings are arranged between the plugging steel plates and the pipe culvert end walls, and pipe outside concrete end walls are arranged at the two ends of the culvert pipe for plugging. A polder outside grouting end and a polder inside grout outlet end which are composed of a blocking steel plate and a concrete end wall outside the pipe are formed at the two ends of the culvert pipe respectively, a telescopic grouting floral pipe penetrates into the polder outside grouting end, an embedded grout discharging pipe penetrates into the polder inside grout outlet end to extend into the culvert pipe, and the outer side end of the embedded grout discharging pipe is divided into a first branch and a second branch. The outer side end of the telescopic grouting floral pipe is sequentially connected with a grout stop valve, a grouting connector, a grouting pipeline, a grout stirrer, a grout return pipeline, a grout stop valve and a first branch, and the second branch is connected with the grout stop valve and an observation pipe. The utility model can ensure the plugging effect and quality and maintain the safety of the dike.
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Description

TECHNICAL FIELD

[0001] The utility model belongs to the technical field of hydraulic engineering construction, and particularly relates to a dike culvert plugging and grouting device. BACKGROUND

[0002] When the dike of a hydraulic engineering is improved in flood control level, the original dike needs to be constructed to meet the standard, and one important measure is to plugging the culvert that does not meet the new standard to ensure the safety and flood control capacity of the dike.

[0003] For the culvert plugging construction, the existing plugging device has a simple structure and many uncertainties in construction. The usual method is to cast concrete at both ends of the culvert and set end concrete outside the pipe. However, due to the fact that the formwork cannot be effectively installed inside the culvert, the construction operation has great randomness, which leads to unstable density of the concrete inside the culvert and the concrete outside the pipe cannot be cast synchronously with the concrete inside the pipe, thus a construction joint is easily formed. With the increase of grouting pressure, the plugging part of the pipe opening may fail due to the huge pressure, leading to the problem of grout leakage. In addition, the traditional grouting structure also has the risk of non-dense grouting of the culvert top plate and even the formation of cavities, which may cause leakage and threaten the safety of the dike. Therefore, a dike culvert plugging and grouting device is urgently needed to ensure the plugging effect and quality and maintain the safety of the dike. SUMMARY

[0004] The utility model aims at providing a dike culvert plugging and grouting device which is efficient, pressure-resistant and dense in grouting, and solves the defects of the traditional culvert plugging construction.

[0005] The utility model adopts the technical scheme of a dike culvert plugging and grouting device, which comprises plugging steel plates fixedly arranged at the culvert end walls at both ends of the culvert, rubber sealing rings arranged between the plugging steel plates and the culvert end walls, end concrete walls arranged outside the culvert at both ends of the culvert for plugging, and the two ends of the culvert respectively forming an outside grouting end and an inside grouting end composed of the plugging steel plates and the end concrete walls outside the culvert, a telescopic grouting flower pipe being inserted into the outside grouting end and a pre-buried grout discharge pipe being inserted into the inside grouting end to the inside of the culvert, the outside end of the pre-buried grout discharge pipe being divided into a first branch and a second branch, and the outside end of the telescopic grouting flower pipe being connected with a grout stop valve, a grouting joint, a grouting pipeline, a grout mixer, a grout return pipeline, a grout stop valve and the first branch in sequence, and the second branch being connected with a grout stop valve and an observation pipe.

[0006] Further, a plurality of drill holes are arranged on the culvert end walls, the plugging steel plates have reserved holes corresponding to the drill holes, and the plugging steel plates are fixed and pressed by expansion bolts inserted into the holes and the drill holes.

[0007] Further, the rubber sealing rings are arranged on the outer circle of the expansion bolts, and the rubber sealing rings are pressed by the tightening of the expansion bolts.

[0008] Further, the stop valve arranged at the outside of the dike grouting end is an inlet stop valve, and the two ends of the inlet stop valve are connected with the grouting joint and the telescopic grouting flower pipe by screw connection.

[0009] Further, the plugging steel plate is coated with anti-rust paint near the culvert.

[0010] Further, the second branch is the end of the pre-buried grouting pipe.

[0011] The utility model has the following beneficial effects:

[0012] 1, the pipe orifice plugging place adopts the plugging steel plate and sets up the sealing ring as the plugging device, can bear greater grouting pressure, effectively prevents the pipe orifice plugging failure and the grouting problem of taking place;

[0013] 2, the device can realize the grouting hole and the exhaust hole circulation in the grouting process, achieves the grouting compactness of the pipe culvert top plate, avoids the formation of the cavity, further reduces the risk of leakage;

[0014] 2, the device can realize the quick plugging and grouting operation of the both ends of the culvert, and greatly improves the construction efficiency. BRIEF DESCRIPTION OF DRAWINGS

[0015] Figure 1 It is the dike culvert plugging structure schematic view of the utility model;

[0016] Figure 2 It is the outside of the dike grouting layout view of the utility model;

[0017] Figure 3 It is the outside of the dike grouting stereogram view of the utility model;

[0018] Figure 4 It is the inside of the dike grouting layout view of the utility model;

[0019] Figure 5 It is the inside of the dike grouting stereogram view of the utility model.

[0020] In the drawing: 1-culvert, 100-outside of the dike grouting end, 101-inside of the dike grouting end, 102-cement clay grout, 2-telescopic grouting flower pipe, 3-pipe culvert bottom plate, 4-pipe culvert end wall, 5-outside of the pipe concrete end wall, 6-plugging steel plate, 7-stop valve, 8-grouting joint, 9-expansion bolt, 10-rubber sealing ring, 11-grout mixer, 12-grouting pipeline, 13-back grouting pipeline, 14-pre-buried grouting pipe, 15-observation tube. DETAILED DESCRIPTION

[0021] In order to better understand the purpose, structure and function of the utility model, the utility model of a kind of embankment culvert plugging and grouting device is further described in detail below with reference to the drawings.

[0022] As Figures 1-5 As shown in a kind of embankment culvert plugging and grouting device, culvert 1 is arranged above pipe culvert bottom plate 3, culvert 1 both ends pipe culvert end wall 4 fixedly arranged plugging steel plate 6, plugging steel plate 6 and pipe culvert end wall 4 between being provided with rubber sealing ring 10, culvert 1 both ends are arranged pipe outer concrete end wall 5 to plugging, the both ends of culvert 1 respectively form by plugging steel plate 6 and pipe outer concrete end wall 5 the outside of the canal grouting end 100 and the inside of the canal grouting end 101, respectively in the outside of the canal grouting end 100 into telescopic grouting flower pipe 2, the inside of the canal grouting end 101 into pre-buried shunt pipe 14 to culvert 1 inside, the outside end of pre-buried shunt pipe 14 is divided into first branch and second branch, the outside end of telescopic grouting flower pipe 2 is sequentially connected stop valve 7, grouting joint 8, grouting pipeline 12, slurry mixer 11, back slurry pipeline 13, stop valve 7 and first branch, second branch connects stop valve 7 and observation tube 15.

[0023] The utility model through the outside of the canal grouting end 100 and the inside of the canal grouting end 101 carry out the closure to the both ends of culvert 1 plugging, subsequently through the outside of the canal grouting end 100 to culvert 1 inside grouting cement clay slurry 102, can ensure that culvert 1 is filled dense and uniform, finally realizes the purpose of plugging.

[0024] Telescopic grouting flower pipe 2 can adjust the length in pipe according to the grouting situation, more accurately control the position and grouting volume of grouting, to realize the uniformity and density of grouting. Telescopic grouting flower pipe 2 and grouting joint 8 adopt the connection of sleeve thread, can ensure that can be closely connected with stop valve 7, to reach the state of complete sealing.

[0025] Plugging steel plate 6 is the core material for plugging culvert 1, adopts 3mm thick ordinary steel plate, plugging steel plate 6 is brushed antirust paint on the side close to culvert 1. Through the drilling of pipe culvert end wall 4, expansion bolt 9 is inserted into these holes, and is fixed with the reserved hole of plugging steel plate 6, can ensure that plugging steel plate 6 is closely connected with pipe culvert end wall 4, realizes effective plugging, effectively prevents the occurrence of slurry leakage phenomenon;Meanwhile, expansion bolt 9 can adapt to different hole diameter and steel plate thickness, guarantee the stability and reliability of connection.

[0026] Rubber sealing ring 10 is arranged between plugging steel plate 6 and pipe culvert end wall 4, and is arranged in the outer ring of expansion bolt 9, prevents slurry leakage by the tightening of expansion bolt 9, when expansion bolt 9 is tightened, rubber sealing ring 10 is extruded and closely adheres between plugging steel plate 6 and pipe culvert end wall 4, forms effective sealing barrier.

[0027] The stop valve 7 connected with the grouting joint 8 is an inlet stop valve, and the stop valve 7 connected with the first branch and the second branch is an outlet stop valve; one end of the inlet stop valve is connected with the grouting joint 8 through screw threads, and the other end is also connected with the telescopic grouting flower pipe 2 through screw threads.

[0028] The second branch is the end of the embedded drainage pipe 14, the outlet stop valve connected with the second branch is connected with the second branch through screw threads, and the outlet stop valve is connected with the observation pipe 15 through screw threads; the observation pipe 15 is mainly used for monitoring whether the design height is reached, effectively draining the gas in the pipe, and preventing the slurry from overflowing by tightening the stop valve 7 at the position of the observation pipe 15 when the grouting reaches the height of the observation pipe 15, so as to ensure the accuracy and quality of the grouting.

[0029] The first branch is connected with the embedded drainage pipe 14 perpendicularly, and the outlet stop valve connected with the first branch is connected with the back slurry pipe 13 through screw threads; the back slurry pipe 13 is used for draining the gas and excess slurry in the pipe and realizing the circulation of the grouting, the exhaust hole of the back slurry pipe 13 during the grouting process (the outlet height of which is higher than that of the grouting hole) ensures the effective drainage of the air during the grouting process, and the back slurry pipe 13 can realize the recycling of the slurry in the case of full grouting, so as to reduce the pollution to the environment, effectively ensure the compactness and uniformity of the grouting, and improve the overall quality of the plugging.

[0030] The utility model can be used not only for the plugging and grouting of the dike and culvert, but also for the plugging and grouting of the dam, reservoir and other culverts.

[0031] It can be understood that the utility model is described through some embodiments, and those skilled in the art know that various changes or equivalent replacements can be made to the features and embodiments without departing from the spirit and scope of the utility model. In addition, the features and embodiments can be modified to adapt to specific conditions and materials under the guidance of the utility model without departing from the spirit and scope of the utility model. Therefore, the utility model is not limited by the specific embodiments disclosed herein, and all the embodiments falling within the scope of the claims of the application belong to the range protected by the utility model.

Claims

1. A device for sealing and grouting culverts in dikes, characterized in that, The culvert (1) includes sealing steel plates (6) fixedly installed on the end walls (4) of the culvert (1) at both ends. A rubber sealing ring (10) is installed between the sealing steel plate (6) and the end wall (4). Concrete end walls (5) are installed at both ends of the culvert (1) for sealing. The two ends of the culvert (1) form an external grouting end (100) and an internal grouting end (101) composed of the sealing steel plate (6) and the external concrete end wall (5), respectively. A retractable grout is inserted into the external grouting end (100). The pre-embedded grouting pipe (14) is inserted into the grout outlet end (101) of the grouting pipe (2) and into the culvert (1). The outer end of the pre-embedded grouting pipe (14) is divided into the first branch and the second branch. The outer end of the telescopic grouting pipe (2) is connected in sequence to the grout stop valve (7), grouting joint (8), grouting pipe (12), grout mixer (11), grout return pipe (13), grout stop valve (7) and the first branch. The second branch is connected to the grout stop valve (7) and the observation pipe (15).

2. The embankment culvert sealing and grouting device according to claim 1, characterized in that, Multiple holes are provided around the end wall (4) of the culvert. The sealing steel plate (6) is pre-drilled into the corresponding holes and is fixed and tightened by inserting expansion bolts (9) into the holes and drilling.

3. The embankment culvert sealing and grouting device according to claim 2, characterized in that, The rubber sealing ring (10) is placed on the outer ring of the expansion bolt (9), and the rubber sealing ring (10) is pressed by tightening the expansion bolt (9).

4. The embankment culvert sealing and grouting device according to claim 1, characterized in that, The grout stop valve (7) installed on one side of the grouting end (100) outside the dike is an inlet grout stop valve. The two ends of the inlet grout stop valve are connected to the grouting joint (8) and the telescopic grouting pipe (2) by thread.

5. The embankment culvert sealing and grouting device according to claim 1, characterized in that, The sealing steel plate (6) is coated with anti-rust paint on the side adjacent to the culvert (1).

6. The embankment culvert sealing and grouting device according to any one of claims 1 to 5, characterized in that, The second branch is the end of the pre-embedded grout pipe (14).