CN-121993662-A - Seepage-proof wall penetrating pipeline structure and construction method

CN121993662ACN 121993662 ACN121993662 ACN 121993662ACN-121993662-A

Abstract

The invention provides an anti-seepage wall penetrating pipeline structure and a construction method, which relate to the technical field of building pipeline anti-seepage, and comprise a wall penetrating pipeline, wherein a spiral structure is arranged on the outer wall of a wall penetrating pipeline section where the wall penetrating pipeline is in contact with a wall body, the spiral structure is the same as the wall penetrating pipeline in material, and the depth h of the spiral structure is not less than 150mm; the spiral structure and the wall-penetrating pipeline are integrated into a whole, and the spiral structure of the wall-penetrating pipeline section and the inner wall of the hole of the wall body are sealed and filled by adopting a filling material layer. Through optimizing pipeline outer wall structure, extension seepage flow route, reinforcing pipeline and wall body's joint strength compromise construction convenience simultaneously, realize lasting stable prevention of seepage effect.

Inventors

WANG CHAOHUI
XU FENG
GUI QING
SU AIPING
CHEN MINGNAN

Assignees

上海勘测设计研究院有限公司

Dates

Publication Date: 20260508
Application Date: 20260330

Claims (12)

1. The anti-seepage wall penetrating pipeline structure is characterized by comprising a wall penetrating pipeline (4), wherein a spiral structure (3) is arranged on the outer wall of a wall penetrating pipeline section (9) where the wall penetrating pipeline (4) is in contact with a wall body (1), the spiral structure (3) is the same as the wall penetrating pipeline (4) in material, the depth h of the spiral structure (3) is not smaller than 150mm, the spiral structure (3) and the wall penetrating pipeline (4) are of an integrated structure, and the spiral structure (3) of the wall penetrating pipeline section (9) and the inner wall of a hole of the wall body (1) are filled in a sealing mode through a filling material layer (2).
2. The impermeable wall pipe structure according to claim 1, wherein the pitch S of the spiral structure (3) is 1.5-3 times the depth h of the vein.
3. The impermeable wall pipe structure according to claim 1, wherein the spiral structure (3) is a continuous spiral structure, and the cross section of the spiral structure (3) is one of rectangular, trapezoidal or arc.
4. An impermeable wall-penetrating pipe structure according to claim 1, characterized in that the spiral structure (3) is arranged continuously in the axial direction of the wall-penetrating pipe section (9), covering the whole wall-penetrating area.
5. The impermeable wall penetrating pipeline structure of claim 1, wherein the end of the wall penetrating pipeline (4) positioned at one side of the wall is connected with the first pipeline (6) through the first movable joint (5), and the end of the wall penetrating pipeline (4) positioned at the other side of the wall is connected with the second pipeline (8) through the second movable joint (7).
6. The impermeable wall pipe structure according to claim 1, wherein the filler material layer (2) is filled with fine stone concrete or cement mortar.
7. An impermeable wall tubing structure according to claim 1, characterized in that the spiral direction of the spiral structure (3) is clockwise or anticlockwise.
8. The impermeable wall-penetrating pipeline structure according to claim 5, wherein the first movable joint (5) and the second movable joint (7) adopt flexible interfaces and are detachably connected with the wall-penetrating pipeline (4).
9. The impermeable wall-penetrating pipeline structure according to claim 1, wherein the first movable joint (5) and the second movable joint (7) adopt valves and are detachably connected with the wall-penetrating pipeline (4).
10. A method of constructing an impermeable wall-through conduit structure according to any one of claims 1 to 9, comprising the steps of: S1, wall hole construction, namely positioning an excavated area of a wall body (1) according to design, forming a mounting hole matched with a through-wall pipeline section (9), and accounting the settlement of a foundation; S2, preassembling the pipeline, namely penetrating a wall penetrating pipeline (4) with an integrally formed spiral structure (3) into a hole, so that the spiral structure (3) is completely positioned in the thickness range of the wall body (1), ensuring that the axis of the wall penetrating pipeline (4) is not deviated, and reserving a movable joint connection operation space; S3, filling and pouring, namely pouring fine stone concrete or cement mortar into the gap between the spiral structure (3) and the inner wall of the hole, and vibrating in a layered manner to enable the filling material to be tightly filled in the gap to form a filling material layer (2); S4, curing, namely curing the filling material layer (2) in a targeted manner, curing fine stone concrete for at least 7d, curing cement mortar for at least 3d, and avoiding touching and vibrating the wall penetrating pipeline (4) during curing; S5, the joint and the pipeline are installed, namely a flexible joint or a movable joint in a valve form is selected and detachably connected with two ends of the through-wall pipeline (4) and an external connecting pipeline, so that tight sealing is ensured, and a deformation activity allowance is reserved in the flexible joint; S6, checking and accepting detection, namely detecting appearance and performance of the mounting structure, detecting seepage prevention effect through a water pressure or seepage test, and timely supplementing slurry and reinforcing seepage points.
11. The method for constructing an impermeable wall-through pipeline structure according to claim 10, wherein the vibration process is simplified in masonry wall (1) or low impermeable demand scenario.
12. The construction method of the anti-seepage wall penetrating pipeline structure according to claim 10, wherein the high-anti-seepage pool wall and the high-seepage outer wall are constructed by adding waterproof sealing paste at the joint of the wall penetrating pipelines (4) on two sides of the wall body (1) and the wall body (1) after the filling material layer (2) is solidified.

Description

Seepage-proof wall penetrating pipeline structure and construction method Technical Field The invention relates to the technical field of seepage prevention of building pipelines, in particular to a seepage-proof wall penetrating pipeline structure and a construction method. Background The wall-penetrating pipeline is widely applied to various projects such as construction, water conservancy, municipal administration and the like, and is mainly used for realizing functions such as fluid conveying, line penetrating and the like. The wall penetrating pipeline needs to penetrate through various walls such as a concrete wall body and a masonry wall body, gaps between the pipeline and the wall body are main channels for seepage, if the sealing seepage prevention treatment is improper, the problems of water leakage and water seepage are very easy to occur, the structural strength of the wall body can be damaged, the pipeline body is eroded, the normal operation of peripheral equipment can be possibly influenced, the internal environment of a building is possibly damaged, potential safety hazards can be caused when serious conditions are severe, and the later maintenance cost is increased. In the prior art, for the anti-seepage treatment of a wall penetrating pipeline, sealing materials such as sealing glue, water stop strips, waterproof coiled materials and the like are wrapped on the outer wall of the pipeline, filling grouting materials are adopted, or a simple bulge structure is arranged on the outer wall of the pipeline, so that seepage risks are reduced. However, the above methods have obvious defects: (1) The sealing material is influenced by factors such as temperature change, wall settlement, pipeline vibration and the like for a long time, is easy to age, crack and fall off, so that the anti-seepage performance is gradually invalid, and the service life is shorter; (2) The grouting filling or simple bulge structure is difficult to realize the uniform and firm combination of the pipeline and the wall body, and the gap is easy to form hollows and gaps to form a new seepage channel; (3) The simple bulge structure does not reasonably optimize the seepage path, the seepage resistance is insufficient, and the seepage prevention effect is limited; (4) The partially optimized structure can obstruct the pouring of concrete around the pipeline, so that the compactness of the concrete is insufficient, and the hidden trouble of seepage prevention is further aggravated. In addition, the joint of the existing pipeline and the wall body is not tight due to material difference and combination, stress concentration is easy to occur, and when the wall body is settled or the pipeline is stressed, the structure is easy to damage, so that the seepage-proofing structure is indirectly damaged. Disclosure of Invention The invention aims to overcome the defects of poor seepage prevention effect, unstable combination of a pipeline and a wall body, inconvenient construction and easy failure of a seepage prevention structure of a wall penetrating pipeline in the prior art, and provides the seepage prevention pipeline structure and the construction method. In order to achieve the technical characteristics, the anti-seepage wall penetrating pipeline structure is achieved by the fact that the anti-seepage wall penetrating pipeline structure comprises a wall penetrating pipeline, a spiral structure is arranged on the outer wall of a wall penetrating pipeline section, which is in contact with a wall body, of the wall penetrating pipeline, the spiral structure is the same as the wall penetrating pipeline in material, the depth h of the spiral structure is not smaller than 150mm, the spiral structure and the wall penetrating pipeline are of an integrated structure, and the spiral structure of the wall penetrating pipeline section and the inner wall of a hole of the wall are sealed and filled by a filling material layer. Preferably, the pitch S of the spiral structure is 1.5-3 times of the grain depth h. Preferably, the spiral structure is a continuous spiral structure, and the section of the spiral structure is one of rectangle, trapezoid or arc. Preferably, the spiral structure is continuously arranged along the axial direction of the through-wall pipe section, covering the entire through-wall area. Preferably, the end of the wall penetrating pipeline positioned at one side of the wall body is connected with the first pipeline through a first movable joint, and the end of the wall penetrating pipeline positioned at the other side of the wall body is connected with the second pipeline through a second movable joint. Preferably, the filling material layer is filled with fine stone concrete or cement mortar. Preferably, the helical direction of the helical structure is clockwise or anticlockwise. Preferably, the first movable joint and the second movable joint adopt flexible interfaces and are detachably connected with the through-wall pipe