CN-122014291-A - Waterproof processing method, system, terminal and storage medium for tunnel deformation joint

CN122014291ACN 122014291 ACN122014291 ACN 122014291ACN-122014291-A

Abstract

The application relates to a waterproof treatment method, a waterproof treatment system, a waterproof treatment terminal and a waterproof treatment storage medium for a tunnel deformation joint, and relates to the technical field of tunnel construction, wherein the method comprises the steps of pouring to form a concrete part, wherein the concrete part adopts a buried water stop, the concrete part consists of a first concrete part and a second concrete part, and a deformation joint is arranged between the first concrete part and the second concrete part; the method comprises the steps of filling the deformation joint by using a supporting material, arranging a water receiving box on the surface of the deformation joint, embedding the water receiving box into the deformation joint, sealing and fixing the edge of the water receiving box on the concrete part, sealing the back water surface of the deformation joint, arranging a waterproof isolation layer on the back water surface of the deformation joint, and arranging a protection layer on the waterproof isolation layer. The waterproof device has the effect of improving the waterproof performance of the tunnel deformation joint.

Inventors

ZHOU YUNLONG
ZHENG YABO
ZHANG JUN
Chu Anle
TANG ZEFENG
Ye Hangdong
ZHAO SUCHENG

Assignees

宁波市建设集团股份有限公司

Dates

Publication Date: 20260512
Application Date: 20251222

Claims (10)

1. The waterproof treatment method for the tunnel deformation joint is characterized by comprising the following steps of: Pouring to form a concrete part, wherein the concrete part adopts a buried water stop, the concrete part consists of a first concrete part and a second concrete part, and a deformation joint is arranged between the first concrete part and the second concrete part; filling the deformation joint with a supporting material; a water receiving box is arranged on the surface of the deformation joint, the water receiving box is embedded into the deformation joint, and the edge of the water receiving box is fixed on the concrete part in a sealing way; sealing the back surface of the deformation joint; a waterproof isolation layer is arranged on the upstream surface of the deformation joint; and a protective layer is arranged on the waterproof isolation layer.
2. The method of waterproofing a tunnel deformation joint according to claim 1, wherein the casting forms a concrete portion, comprising: Providing a first fixing frame, wherein a first concave part is formed in the first fixing frame; disposing a first side of the buried water stop in the first recess; Pouring to form the first concrete part, so that the first concrete part wraps the first fixing frame and the first side of the embedded water stop; a second fixing frame is arranged, and a second concave part is formed in the second fixing frame; Disposing a second side of the buried water stop in the second recess; and pouring to form the second concrete part, so that the second concrete part wraps the second fixing frame and the second side of the embedded water stop belt, and forming the concrete part.
3. The method of waterproofing a tunnel deformation joint according to claim 2, wherein after the first side of the buried water stop is disposed in the first recess, further comprising: Acquiring the actual distance from the first side of the embedded water stop to the bottom surface of the first concave part; determining a deviation point position on the buried water stop belt according to the actual distance, and determining a deviation distance corresponding to the deviation point position; And adjusting the position of the buried water stop according to the deviation point position and the deviation distance.
4. The method for waterproofing a tunnel deformation joint according to claim 3, wherein the adjusting the position of the buried water stop according to the offset point and the offset distance comprises: carrying out spatial clustering treatment on the deviation point positions to obtain deviation clustering clusters; counting each deviation point in the target deviation cluster to obtain a deviation strip; determining adjustment positions on the offset strips, the adjustment positions being evenly distributed on the offset strips; obtaining an adjustment distance according to the adjustment position and the deviation distance; and adjusting the position of the embedded water stop belt according to the adjusting position and the adjusting distance.
5. The method of waterproofing a tunnel deformation joint according to claim 4, wherein the determining the adjustment position on the deviation strip includes: calculating the slope of each part on the deviation strip to form a slope set; Detecting whether a target slope exists in the slope set, wherein the target slope is larger than a preset slope threshold; If yes, calculating a difference value between the target slope and the preset slope threshold value to obtain a slope difference value; generating an updated distance according to the slope difference value and a preset distance; Determining a target deviation strip corresponding to the target slope; determining the adjustment position on the target deviation strip according to the update distance; if not, determining the adjustment position on the deviation strip according to the preset distance.
6. The method for waterproofing a tunnel deformation joint according to claim 4, further comprising: Acquiring the appearance characteristics of the deviated strip; Determining an inflection point position on the deviated strip according to the appearance characteristic under the condition that the appearance characteristic accords with a preset appearance; Judging whether the distance between adjacent inflection points is greater than a preset distance according to the inflection point positions; If yes, setting the inflection point position as the adjustment position; if not, counting target inflection points with adjacent distances smaller than the preset distance; Combining the target inflection points to obtain inflection point combinations; and taking the central position of the inflection point combination as the adjustment position.
7. The method for waterproofing a tunnel deformation joint according to claim 2, characterized in that the method further comprises: acquiring current construction parameters of the concrete part; acquiring historical construction parameters from a historical processing record; Calculating the difference value between the current construction parameter and the historical construction parameter to obtain a parameter difference value; and if the parameter difference is larger than a preset parameter difference threshold, adjusting the current construction parameter according to the historical construction parameter.
8. A system for waterproofing a tunnel deformation joint, characterized in that the system is adapted to perform the waterproofing method of a tunnel deformation joint according to any one of claims 1 to 7, comprising: The acquisition module is used for acquiring input parameters of the waterproof treatment method of the tunnel deformation joint; the memory is used for storing a program of the waterproof treatment method of the tunnel deformation joint; And the processor is used for loading and executing the program in the memory by the processor and realizing the waterproof treatment method of the tunnel deformation joint.
9. An intelligent terminal comprising a memory and a processor, wherein the memory has stored thereon a computer program that can be loaded by the processor and that performs the method according to any of claims 1 to 7.
10. A computer readable storage medium, characterized in that a computer program is stored which can be loaded by a processor and which performs the method according to any of claims 1 to 7.

Description

Waterproof processing method, system, terminal and storage medium for tunnel deformation joint Technical Field The application relates to the technical field of tunnel construction, in particular to a waterproof treatment method, a waterproof treatment system, a waterproof treatment terminal and a waterproof treatment storage medium for a tunnel deformation joint. Background The deformation joint is a structural joint reserved in the building in advance for preventing the tunnel from cracking or damaging due to factors such as temperature change, uneven settlement of the foundation, earthquake and the like. In the related art, a continuous gap is reserved at a designated position in advance according to a design drawing during construction, a main body structure is completely or partially broken, and then, in order to protect the gap and maintain the building function, fine construction treatment is carried out, namely, flexible lining materials such as foam bars and the like are filled in the gap, and then, high-performance sealant is used for sealing so as to realize waterproof and airtight performance, so that a deformation joint is obtained. In the above-described related art, the formed deformation joint still has a disadvantage in water resistance. Disclosure of Invention In order to improve the waterproof performance of a tunnel deformation joint, the application provides a waterproof processing method, a waterproof processing system, a waterproof terminal and a storage medium for the tunnel deformation joint. In a first aspect, the present application provides a method, a system, a terminal and a storage medium for waterproof treatment of a tunnel deformation joint, which adopt the following technical schemes: a waterproof treatment method for a tunnel deformation joint comprises the following steps: Pouring to form a concrete part, wherein the concrete part adopts a buried water stop, the concrete part consists of a first concrete part and a second concrete part, and a deformation joint is arranged between the first concrete part and the second concrete part; filling the deformation joint with a supporting material; a water receiving box is arranged on the surface of the deformation joint, the water receiving box is embedded into the deformation joint, and the edge of the water receiving box is fixed on the concrete part in a sealing way; sealing the back surface of the deformation joint; a waterproof isolation layer is arranged on the upstream surface of the deformation joint; and a protective layer is arranged on the waterproof isolation layer. Through adopting above-mentioned technical scheme, through pouring concrete portion and setting up well buried type waterstop, effective sealed movement joint. And the deformation joint is filled with a supporting material, so that the expansion of the joint is prevented. The water receiving box is embedded into the deformation joint and is sealed and fixed, so that seepage water can be collected and led out, and water accumulation is avoided. The back surface is sealed to prevent water leakage from the inside. The water-facing surface is provided with a waterproof isolation layer for directly blocking external water pressure. The protection layer protects the waterproof layer from being damaged, so that the waterproof performance of the tunnel deformation joint is comprehensively improved, and the waterproof reliability in long-term use is ensured. Optionally, a first fixing frame is provided, and a first concave part is formed in the first fixing frame; disposing a first side of the buried water stop in the first recess; Pouring to form the first concrete part, so that the first concrete part wraps the first fixing frame and the first side of the embedded water stop; a second fixing frame is arranged, and a second concave part is formed in the second fixing frame; Disposing a second side of the buried water stop in the second recess; and pouring to form the second concrete part, so that the second concrete part wraps the second fixing frame and the second side of the embedded water stop belt, and forming the concrete part. Through adopting above-mentioned technical scheme, through setting up first and second mount, form the both sides that buries the waterstop in the concave part is fixed respectively, parcel mount and waterstop when pouring concrete portion, ensure that the waterstop position is accurate and firm. The fixing mode prevents the water stop from shifting or deforming in the concrete pouring process, and ensures the close fitting between the water stop and the concrete, thereby enhancing the tightness of the deformation joint, reducing the water leakage risk and improving the overall waterproof effect. Optionally, obtaining an actual distance from the first side of the embedded water stop to the bottom surface of the first concave part; determining a deviation point position on the buried water stop belt according to the actual distance, and