CN118065440A - A cross water-stop sealing structure and construction method for controlling deformation joint leakage - Google Patents

A cross water-stop sealing structure and construction method for controlling deformation joint leakage Download PDF

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CN118065440A
CN118065440A CN202410392367.6A CN202410392367A CN118065440A CN 118065440 A CN118065440 A CN 118065440A CN 202410392367 A CN202410392367 A CN 202410392367A CN 118065440 A CN118065440 A CN 118065440A
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deformation
leakage
sealing structure
mortar
cross water
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CN118065440B (en
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赵文亮
吕有旭
陈博学
荀为卓
杨子松
韩泽亮
潘雨辉
吴彦
杜广清
丁涛
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Shanghai Foundation Engineering Group Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D15/00Handling building or like materials for hydraulic engineering or foundations
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/16Arrangement or construction of joints in foundation structures
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
    • E02D31/04Watertight packings for use under hydraulic pressure
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00Production methods
    • E02D2250/003Injection of material
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0001Rubbers
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/20Controlling water pollution; Waste water treatment

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Building Environments (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

The invention relates to a cross water-stop sealing structure for treating leakage of a deformation joint and a construction method thereof. During construction, the leakage deformation joint and the settlement joint are plugged, and then the evacuation structures at the two sides are repaired and cleaned in the joint; after cleaning, the extruded sheet is plugged in, and the first mortar filling construction is carried out, wherein the first mortar filling depth is half of the seam depth; then the plastic sheet is put into a U-shaped groove, and the notch faces the plastic sheet; then repairing the mortar for the second time to the outer surface of the structure; after the repair mortar is solidified, the extruded sheet is hooked, and then the compression sealing rubber is constructed; after compressing the sealing rubber into a ring, grouting is started to form a cross water-stop sealing structure; and finally, constructing weather-proof sealant at the outermost side, and improving the compression resistance of the water stop structure. The invention is suitable for the leakage treatment of deformation joints and settlement joints, and is especially suitable for the leakage treatment of deformation joints with larger deformation in winter and summer.

Description

一种治理变形缝渗漏的十字止水密封构造及施工方法A cross water-stop sealing structure and construction method for treating deformation joint leakage

技术领域Technical Field

本发明涉及一种治理变形缝渗漏的密封构造及施工方法,特别是涉及一种治理变形缝渗漏的十字止水密封构造及施工方法。The invention relates to a sealing structure and a construction method for treating leakage of a deformation joint, and in particular to a cross water-stop sealing structure and a construction method for treating leakage of a deformation joint.

背景技术Background technique

在地下混凝土结构中,要设置温变变形缝、沉降缝等结构构造,其自身的防水主要依靠中埋止水带,但是因为工艺及施工水平限制,中埋止水带“十缝九漏”。目前行业内有大量的地下结构,尤其是地下车站、商场等,因为渗漏为正常的使用带来很大影响。In underground concrete structures, temperature-dependent deformation joints, settlement joints and other structural structures must be set up. Its own waterproofing mainly relies on buried waterstops, but due to the limitations of technology and construction level, buried waterstops have "nine out of ten leaks". At present, there are a large number of underground structures in the industry, especially underground stations, shopping malls, etc., which have a great impact on normal use due to leakage.

渗漏处置往往依托打针头注浆的形式,但是因为缝隙的变化、材料的自身特性,很快就会复漏。业内也有很多新的技术手段,如压缩密封技术,通过挤压力新建一道防水体系,但是其橡胶的适应能力为橡胶直径的25%,在北方浅埋地区或者长江流域极寒天气,都会产生渗漏现象。Leakage treatment often relies on injection grouting, but due to the change of gaps and the inherent characteristics of the material, leakage will soon recur. There are also many new technical means in the industry, such as compression sealing technology, which creates a new waterproof system through extrusion force, but the adaptability of its rubber is 25% of the rubber diameter, which will cause leakage in shallow buried areas in the north or extremely cold weather in the Yangtze River Basin.

发明内容Summary of the invention

针对上述现有技术中存在的缺陷,本发明提出了一种治理变形缝渗漏的十字止水密封构造及施工方法。In view of the defects existing in the above-mentioned prior art, the present invention proposes a cross water-stopping sealing structure and a construction method for controlling the leakage of deformation joints.

为了解决上述技术问题,本发明采用的技术方案是:一种治理变形缝渗漏的十字止水密封构造,其特征在于:包括十字止水密封、修补砂浆、压缩密封橡胶、耐候密封胶,渗漏变形缝中采用十字止水密封形成具有很好的延展性,能够适应较大的缝隙的变形量的十字密封构造。In order to solve the above technical problems, the technical solution adopted by the present invention is: a cross waterstop sealing structure for controlling leakage of deformation joints, characterized in that it includes a cross waterstop seal, repair mortar, compression sealing rubber, and weather-resistant sealant. A cross waterstop seal is used in the leaking deformation joint to form a cross sealing structure with good ductility and capable of adapting to a larger deformation of the gap.

进一步,渗漏变形缝中间设置U型槽,U型槽槽口向挤塑板,为后续十字密封构造形成模具。Furthermore, a U-shaped groove is arranged in the middle of the leakage deformation joint, and the notch of the U-shaped groove faces the extruded plate to form a mold for the subsequent cross sealing structure.

进一步,修补砂浆在施工时分两次填充,砂浆修补完成后,采用压缩密封橡胶作为注浆的外密封,注浆针管直接穿过橡胶侧面进行注浆及观察孔,保证注浆效果。Furthermore, the repair mortar is filled twice during construction. After the mortar repair is completed, a compressed sealing rubber is used as the external seal for grouting. The grouting needle directly passes through the side of the rubber for grouting and observation holes to ensure the grouting effect.

进一步,注浆采用丙烯酸盐灌浆料,形成十字止水密封。Furthermore, acrylate grouting material is used for grouting to form a cross waterstop seal.

进一步,压缩橡胶密封通过挤压力形成密封,耐候密封胶通过粘结力与接缝连接,最后形成有力的抗压能力和耐候性能。Furthermore, the compressed rubber seal forms a seal through extrusion force, and the weather-resistant sealant is connected to the joint through bonding force, finally forming a strong pressure resistance and weather resistance.

一种治理变形缝渗漏的施工方法,采用治理变形缝渗漏的十字止水密封构造,先对渗漏变形缝、沉降缝进行堵漏,然后对两边疏散结构进行修补及缝内清理;清理完成后塞入挤塑板,再进行第一次砂浆填充施工,第一次砂浆填充深度为缝深的一半;然后放入U型槽,槽口朝向挤塑板;再进行第二次砂浆修补至结构外表面;修补砂浆固化后,勾出挤塑板,并清理干净,然后施工压缩密封橡胶;压缩密封橡胶成环后,开始注浆,浆液选用丙烯酸盐,丙烯酸盐填充完成后,形成十字止水密封构造;最后再在最外侧施工耐候密封胶,提高止水构造的抗压能力。A construction method for treating leakage of deformation joints adopts a cross water-stopping sealing structure for treating leakage of deformation joints, firstly, the leaking deformation joints and settlement joints are plugged, then the evacuation structures on both sides are repaired and the inside of the joints are cleaned; after the cleaning is completed, an extruded board is inserted, and then the first mortar filling construction is carried out, and the depth of the first mortar filling is half of the joint depth; then a U-shaped groove is put in, with the groove facing the extruded board; then a second mortar repair is carried out to the outer surface of the structure; after the repair mortar is solidified, the extruded board is hooked out and cleaned, and then compression sealing rubber is constructed; after the compression sealing rubber is formed into a ring, grouting is started, and acrylate is selected as the slurry, and after the acrylate filling is completed, a cross water-stopping sealing structure is formed; finally, weather-resistant sealant is constructed on the outermost side to improve the pressure resistance of the water-stopping structure.

本发明的有益效果是:The beneficial effects of the present invention are:

本发明采用的十字止水密封构造,通过材料自身的延展性、构造上的优势,大幅度提高防水体系的抗变形能力,进而适应缝的较大变形要求。The cross water-stop sealing structure adopted in the present invention greatly improves the deformation resistance of the waterproof system through the ductility of the material itself and the structural advantages, thereby adapting to the larger deformation requirements of the seam.

附图说明BRIEF DESCRIPTION OF THE DRAWINGS

图1是本发明的十字止水密封构造剖面图。FIG. 1 is a cross-sectional view of a water-stopping seal structure according to the present invention.

具体实施方式Detailed ways

以下结合附图说明对本发明的实施例作进一步详细描述。The embodiments of the present invention are further described in detail below in conjunction with the accompanying drawings.

如图1所示,本发明的治理变形缝渗漏的十字止水密封构造,包括十字止水密封3、修补砂浆4、压缩密封橡胶5、耐候密封胶6。As shown in FIG. 1 , the cross water-stop sealing structure for treating deformation joint leakage of the present invention comprises a cross water-stop sealing 3 , a repair mortar 4 , a compression sealing rubber 5 , and a weather-resistant sealant 6 .

新建的十字止水密封3形成十字构造,其自身具有很好的延展性,能够适应较大的缝隙的变形量。修补砂浆4在施工时分两次填充,渗漏变形缝中间设置了U型槽,U型槽槽口向挤塑板,为后续十字密封形成模具。砂浆修补完成后,采用压缩密封橡胶5作为注浆的外密封,注浆针管2可以直接穿过压缩密封橡胶5侧面进行注浆及观察孔,保证注浆效果。The newly built cross water-stop seal 3 forms a cross structure, which has good ductility and can adapt to the deformation of a large gap. The repair mortar 4 is filled twice during construction. A U-shaped groove is set in the middle of the leakage deformation joint. The U-shaped groove is notched toward the extruded plate to form a mold for the subsequent cross seal. After the mortar repair is completed, the compression sealing rubber 5 is used as the external seal for grouting. The grouting needle tube 2 can directly pass through the side of the compression sealing rubber 5 for grouting and observation holes to ensure the grouting effect.

注浆采用丙烯酸盐灌浆料,形成十字止水密封3,十字止水密封3在自身材料和构造上都有很好的适应变形的能力。The grouting adopts acrylate grouting material to form a cross water-stop seal 3. The cross water-stop seal 3 has a good ability to adapt to deformation in terms of its own material and structure.

压缩橡胶密封5通过挤压力形成密封,耐候密封胶6通过粘结力与接缝连接,最后形成有力的抗压能力和耐候性能。The compression rubber seal 5 forms a seal through extrusion force, and the weather-resistant sealant 6 is connected with the joint through bonding force, finally forming a strong pressure resistance and weather resistance.

本发明的施工方法如下:The construction method of the present invention is as follows:

1、先对渗漏变形缝、沉降缝等真缝进行堵漏,然后对两边疏散结构1进行修补及缝内清理;1. First, seal the leaking deformation joints, settlement joints and other true joints, and then repair the evacuation structures 1 on both sides and clean the inside of the joints;

2、清理完成后塞入挤塑板,然后进行第一次砂浆填充施工,第一次砂浆填充深度为缝深的一半;然后放入U型槽,槽口朝向挤塑板;再进行第二次砂浆修补至结构外表面;2. After cleaning, insert the extruded board, and then carry out the first mortar filling construction. The first mortar filling depth is half of the seam depth; then put it into the U-shaped groove with the groove facing the extruded board; and then carry out the second mortar repair to the outer surface of the structure;

3、修补砂浆固化后,勾出挤塑板,并清理干净,然后施工压缩密封橡胶;3. After the repair mortar solidifies, remove the extruded board, clean it, and then apply the compressed sealing rubber;

4、压缩密封橡胶成环后,开始注浆,浆液选用丙烯酸盐,丙烯酸盐填充完成后,形成十字止水密封构造;4. After the sealing rubber is compressed into a ring, grouting begins. Acrylate is used as the slurry. After the acrylate filling is completed, a cross water-stop sealing structure is formed;

5、最后再在最外侧施工耐候密封胶,提高止水构造的抗压能力。5. Finally, apply weather-resistant sealant on the outermost surface to improve the compressive resistance of the water-stopping structure.

Claims (6)

1.一种治理变形缝渗漏的十字止水密封构造,其特征在于:包括十字止水密封、修补砂浆、压缩密封橡胶、耐候密封胶,渗漏变形缝中采用十字止水密封形成具有很好的延展性,能够适应较大的缝隙的变形量的十字密封构造。1. A cross water-stop sealing structure for treating leakage in deformation joints, characterized in that it comprises a cross water-stop seal, repair mortar, compression sealing rubber, and weather-resistant sealant. A cross water-stop seal is used in the leakage deformation joint to form a cross sealing structure with good ductility and capable of adapting to a larger deformation of the gap. 2.根据权利要求1所述的治理变形缝渗漏的十字止水密封构造,其特征在于:渗漏变形缝中间设置U型槽,U型槽槽口向挤塑板,为后续十字密封构造形成模具。2. The cross water-stopping sealing structure for controlling deformation joint leakage according to claim 1 is characterized in that a U-shaped groove is arranged in the middle of the leakage deformation joint, and the notch of the U-shaped groove faces the extruded plate to form a mold for the subsequent cross sealing structure. 3.根据权利要求2所述的治理变形缝渗漏的十字止水密封构造,其特征在于:修补砂浆在施工时分两次填充,砂浆修补完成后,采用压缩密封橡胶作为注浆的外密封,注浆针管直接穿过橡胶侧面进行注浆及观察孔,保证注浆效果。3. According to claim 2, the cross-shaped water-stop sealing structure for treating deformation joint leakage is characterized in that the repair mortar is filled twice during construction. After the mortar repair is completed, a compressed sealing rubber is used as the external seal for grouting, and the grouting needle directly passes through the rubber side for grouting and observation holes to ensure the grouting effect. 4.根据权利要求3所述的治理变形缝渗漏的十字止水密封构造,其特征在于:注浆采用丙烯酸盐灌浆料,形成十字止水密封。4. The cross water-stop sealing structure for treating deformation joint leakage according to claim 3 is characterized in that grouting adopts acrylate grouting material to form a cross water-stop seal. 5.根据权利要求1所述的治理变形缝渗漏的十字止水密封构造,其特征在于:压缩橡胶密封通过挤压力形成密封,耐候密封胶通过粘结力与接缝连接,最后形成有力的抗压能力和耐候性能。5. The cross water-stop sealing structure for treating deformation joint leakage according to claim 1 is characterized in that the compression rubber seal forms a seal through extrusion force, and the weather-resistant sealant is connected to the joint through bonding force, finally forming strong pressure resistance and weather resistance. 6.一种治理变形缝渗漏的施工方法,采用治理变形缝渗漏的十字止水密封构造,其特征在于:先对渗漏变形缝、沉降缝进行堵漏,然后对两边疏散结构进行修补及缝内清理;清理完成后塞入挤塑板,再进行第一次砂浆填充施工,第一次砂浆填充深度为缝深的一半;然后放入U型槽,槽口朝向挤塑板;再进行第二次砂浆修补至结构外表面;修补砂浆固化后,勾出挤塑板,并清理干净,然后施工压缩密封橡胶;压缩密封橡胶成环后,开始注浆,浆液选用丙烯酸盐,丙烯酸盐填充完成后,形成十字止水密封构造;最后再在最外侧施工耐候密封胶,提高止水构造的抗压能力。6. A construction method for treating leakage in deformation joints, which adopts a cross water-stopping sealing structure for treating leakage in deformation joints, and is characterized in that: first, the leaking deformation joints and settlement joints are sealed, and then the evacuation structures on both sides are repaired and the inside of the joints are cleaned; after the cleaning is completed, an extruded board is inserted, and then the first mortar filling construction is carried out, and the depth of the first mortar filling is half of the joint depth; then a U-shaped groove is placed with the groove facing the extruded board; a second mortar repair is carried out to the outer surface of the structure; after the repair mortar is solidified, the extruded board is hooked out and cleaned, and then compression sealing rubber is constructed; after the compression sealing rubber is formed into a ring, grouting is started, and acrylate is used as the slurry. After the acrylate filling is completed, a cross water-stopping sealing structure is formed; finally, weather-resistant sealant is constructed on the outermost side to improve the compressive resistance of the water-stopping structure.
CN202410392367.6A 2024-04-02 2024-04-02 A cross-shaped water-stop sealing structure and construction method for controlling deformation joint leakage Active CN118065440B (en)

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010189965A (en) * 2009-02-19 2010-09-02 C I Kasei Co Ltd Joint construction method of water channel and joint structure therefor
CN218438420U (en) * 2022-09-20 2023-02-03 安徽吉至建筑工程有限公司 Waterproof leaking stoppage structure for repairing deformation joint water leakage
CN220184100U (en) * 2023-04-24 2023-12-15 江苏智仝建设科技有限公司 Leakage treatment structure for deformation joint

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010189965A (en) * 2009-02-19 2010-09-02 C I Kasei Co Ltd Joint construction method of water channel and joint structure therefor
CN218438420U (en) * 2022-09-20 2023-02-03 安徽吉至建筑工程有限公司 Waterproof leaking stoppage structure for repairing deformation joint water leakage
CN220184100U (en) * 2023-04-24 2023-12-15 江苏智仝建设科技有限公司 Leakage treatment structure for deformation joint

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