CN214887121U - Pipe jacking receiving and water stopping device for water-rich sandy soil layer - Google Patents

Pipe jacking receiving and water stopping device for water-rich sandy soil layer Download PDF

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Publication number
CN214887121U
CN214887121U CN202120852184.XU CN202120852184U CN214887121U CN 214887121 U CN214887121 U CN 214887121U CN 202120852184 U CN202120852184 U CN 202120852184U CN 214887121 U CN214887121 U CN 214887121U
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China
Prior art keywords
water
cave
entrance
soil layer
steel pipe
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CN202120852184.XU
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Chinese (zh)
Inventor
陈伟
周宇清
曹德万
刘宗钦
颜翔宇
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Zhongyifeng Tunnel Engineering Co ltd
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Zhongyifeng Tunnel Engineering Co ltd
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Abstract

The utility model relates to a push pipe receiving water stop device for rich water sandy soil layer, including the entrance to a cave steel pipe cover with wear to locate the pipe pushing jack in the entrance to a cave steel pipe cover, the terminal surface of entrance to a cave steel pipe cover is coaxial to be provided with the stagnant water rubber circle, and the internal diameter of stagnant water rubber circle is less than the internal diameter of entrance to a cave steel pipe cover, and reserves the clearance between it and the pipe pushing jack, the clearance intussuseption is filled with the cotton fibre, and the circumference equipartition has a plurality of clamp plates on the stagnant water rubber circle, through bolt fixed connection between clamp plate and the entrance to a cave steel pipe cover. The pipe jacking receiving water stopping device for the water-rich sandy soil layer is simple to manufacture and install and is suitable for stopping water at the receiving hole under various soil layer conditions; the requirement of the pipe jacking machine on the outlet precision is lowered, the water stopping effect is more reliable, and the water stopping rubber ring can be repeatedly used.

Description

Pipe jacking receiving and water stopping device for water-rich sandy soil layer
Technical Field
The utility model relates to a push pipe construction technical field, in particular to a push pipe receiving water stop device for rich water sandy soil layer.
Background
The traditional water stopping at the receiving well opening generally adopts precipitation wells to drop water and perform opening leakage stopping in a mode of injecting polyurethane, and if underground water is abundant and has certain water pressure, a water stopping device which is the same as that of the starting well opening is installed at the receiving well opening to prevent the opening from leaking.
The above-mentioned method has the following problems: 1. the precipitation of the precipitation well has the defects that the water level is difficult to drop and the construction is influenced; 2. polyurethane cannot exert effect under the conditions of large leakage and large water flow; 3. traditional entrance to a cave watertight fittings, it is high to push bench play hole required precision when push bench receives, if skew axis is great, great gap appears with push bench contact surface in the rubber circle, loses the stagnant water effect, and stagnant water rubber circle is toward turning up simultaneously, when internal pressure is great, also can lose the stagnant water effect.
SUMMERY OF THE UTILITY MODEL
The utility model discloses the technical problem that will solve is: in order to overcome the defects of the prior art, the top pipe receiving water stopping device for the water-rich sandy soil layer is provided, and is suitable for water stopping of a receiving hole under various soil layer conditions, particularly for the sandy soil layer with large water and soil pressure and poor geological conditions.
In order to achieve the above technical effect, the utility model discloses a technical scheme is: the utility model provides a push pipe receiving sealing device for rich water sandy soil layer, includes entrance to a cave steel pipe box and wears to locate the pipe pushing jack in the entrance to a cave steel pipe box, the coaxial stagnant water rubber circle that is provided with of terminal surface of entrance to a cave steel pipe box, the internal diameter of stagnant water rubber circle is less than the internal diameter of entrance to a cave steel pipe box, and reserves the clearance between its and the pipe pushing jack, the clearance intussuseption is filled with the cotton fibre, the circumference equipartition has a plurality of clamp plates on the stagnant water rubber circle, pass through bolt fixed connection between clamp plate and the entrance to a cave steel pipe box.
Preferably, the thickness of the water-stopping rubber ring is not less than 20 mm.
Preferably, the gap is of a circular ring structure, and the ring width of the gap is not more than 50 mm.
Preferably, the pressing plate is of a trapezoidal structure, and the thickness of the pressing plate is not less than 10 mm.
Further, the pressing plate is provided with a strip hole matched with the bolt, and an extension line of the strip hole is vertically intersected with an axis of the water stop rubber ring.
Furthermore, the hole steel pipe sleeve is provided with grouting holes.
Preferably, the pressure plate is made of a steel plate.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the pipe jacking receiving water stopping device is simple to manufacture and install and is suitable for stopping water at a receiving hole under various soil layer conditions;
2. the requirement of the pipe jacking machine on the outlet precision is lowered, the water stopping effect is more reliable, and the water stopping rubber ring can be repeatedly used.
The foregoing description is only an overview of the technical solutions of the present invention, and in order to make the technical means of the present invention more clearly understood, the present invention may be implemented according to the content of the description, and in order to make the above and other objects, features, and advantages of the present invention more clearly understood, the present invention will be further described in detail with reference to the accompanying drawings and the embodiments, and it is obvious that the described embodiments are some embodiments, not all embodiments of the present invention.
Drawings
FIG. 1 is a schematic structural diagram of the present embodiment;
FIG. 2 is an enlarged view of portion A of FIG. 1;
fig. 3 is a schematic structural diagram of another view angle in the present embodiment.
The reference numbers and corresponding designations in the drawings are: 1. the pipe jacking system comprises a hole steel pipe sleeve, 2 a pipe jacking machine, 3 a water stop rubber ring, 4 cotton wool, 5 a pressing plate, 6 bolts, 7 strip holes and 8 grouting holes.
Detailed Description
The present invention will now be described in further detail with reference to the accompanying drawings. These drawings are simplified schematic drawings and illustrate the basic structure of the present invention only in a schematic manner, and thus show only the components related to the present invention.
As shown in fig. 1-3, the embodiment of the present application provides a pipe jacking receiving water stopping device for a water-rich sandy soil layer, which includes an opening steel pipe sleeve 1 and a pipe jacking machine 2 inserted into the opening steel pipe sleeve 1, wherein a water stopping rubber ring 3 is coaxially disposed on an end surface of the opening steel pipe sleeve 1, preferably, the thickness of the water stopping rubber ring 3 is not less than 20mm, so as to avoid leakage problem caused by the rubber ring turning outwards, the inner diameter of the water stopping rubber ring 3 is smaller than the inner diameter of the opening steel pipe sleeve 1, and a gap is reserved between the water stopping rubber ring and the pipe jacking machine 2, preferably, the gap is a circular ring structure, the ring width of the gap is not more than 50mm, the width dimension is convenient for leaking stoppage, cotton wool 4 is filled in the gap, a plurality of pressing plates 5 are evenly distributed on the water stopping rubber ring 3 in the circumferential direction, the pressing plates 5 are fixedly connected with the opening steel pipe sleeve 1 through bolts 6, preferably, the pressing plates 5 are trapezoidal structures and made of steel plates, the thickness of the pressure plate is not less than 10mm, so that the strength and the pressing requirements of the pressure plate 5 are met.
This stagnant water rubber circle 3 that stagnant water device is received to push pipe is fixed through clamp plate 5, can prevent outside upset, and stagnant water rubber circle 3's internal diameter is greater than push bench 2's external diameter, and reducible required precision to push bench 2 goes out the hole can fill in cotton fibre 4 from the clearance department and carry out the shutoff when push bench 2 goes out stagnant water rubber circle 3 back, also makes things convenient for the later stage to take out reuse with stagnant water rubber circle 3 simultaneously.
On the basis of the above embodiment, the pressing plate 5 is provided with the strip hole 7 matched with the bolt 6, and the extension line of the strip hole 7 is vertically crossed with the axis of the water stop rubber ring 3.
The design of strip hole 7 makes only need not hard up bolt 6, and clamp plate 5 can advance and retreat the regulation according to the nimble advance and retreat of site operation demand, and the purpose prevents 2 axes of push bench skew too big, hits and makes clamp plate 5 atress too big and damaged deformation after stagnant water rubber circle 3, avoids appearing the condition that the rubber circle turned up, and the construction is simple and convenient, safe and reliable.
In addition, the steel pipe sleeve 1 at the hole opening is provided with a grouting hole 8.
The grouting holes 8 are specifically located at the top of the hole steel pipe sleeve 1, and when the purpose is achieved, the pipe jacking machine 2 is prevented from being in place, and the gap is prevented from being too large in leakage and cannot be plugged, so that double grout can be injected into the reserved grouting holes 8 for plugging, the water stop rubber ring 3 can be safely dismantled, and then the hole of the receiving well is plugged.
The present invention is not limited to the above specific embodiments, and for those skilled in the art, the above conception can be used without any creative work, and all the changes made fall within the protection scope of the present invention.

Claims (7)

1. The utility model provides a push pipe receiving sealing device for rich water sandy soil layer, includes entrance to a cave steel pipe cover (1) and wears to locate push bench (2) in entrance to a cave steel pipe cover (1), its characterized in that, the terminal surface of entrance to a cave steel pipe cover (1) is coaxial to be provided with stagnant water rubber circle (3), the internal diameter of stagnant water rubber circle (3) is less than the internal diameter of entrance to a cave steel pipe cover (1), and it has the clearance with push bench (2) between reserve, the clearance intussuseption is filled with cotton fibre (4), circumference equipartition has a plurality of clamp plates (5) on stagnant water rubber circle (3), pass through bolt (6) fixed connection between clamp plate (5) and entrance to a cave steel pipe cover (1).
2. The pipe jacking receiving water stop device for water-rich sandy soil layer according to claim 1, wherein the thickness of the water stop rubber ring (3) is not less than 20 mm.
3. The pipe jacking receiving water stop device for the water-rich sandy soil layer as claimed in claim 1, wherein the gap is of a circular ring structure, and the ring width of the gap is not more than 50 mm.
4. The top pipe receiving water stop device for the water-rich sandy soil layer according to claim 1, wherein the pressing plate (5) has a trapezoidal structure, and the thickness of the pressing plate (5) is not less than 10 mm.
5. The top pipe receiving water stop device for the water-rich sandy soil layer according to any one of claims 1 to 4, wherein the pressing plate (5) is provided with a strip hole (7) matched with the bolt (6), and the extension line of the strip hole (7) is perpendicularly intersected with the axis of the water stop rubber ring (3).
6. The pipe jacking receiving and water stopping device for the water-rich sandy soil layer according to any one of claims 1 to 4, wherein the opening steel pipe sleeve (1) is provided with grouting holes (8).
7. The top pipe receiving water stop device for water-rich sandy soil layers according to claim 1, wherein the pressing plate (5) is made of a steel plate.
CN202120852184.XU 2021-04-23 2021-04-23 Pipe jacking receiving and water stopping device for water-rich sandy soil layer Active CN214887121U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202120852184.XU CN214887121U (en) 2021-04-23 2021-04-23 Pipe jacking receiving and water stopping device for water-rich sandy soil layer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202120852184.XU CN214887121U (en) 2021-04-23 2021-04-23 Pipe jacking receiving and water stopping device for water-rich sandy soil layer

Publications (1)

Publication Number Publication Date
CN214887121U true CN214887121U (en) 2021-11-26

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN202120852184.XU Active CN214887121U (en) 2021-04-23 2021-04-23 Pipe jacking receiving and water stopping device for water-rich sandy soil layer

Country Status (1)

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CN (1) CN214887121U (en)

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