CN106593492A - Waterproof elastic sealing gasket for deep water draining shield tunnel segment seam - Google Patents
Waterproof elastic sealing gasket for deep water draining shield tunnel segment seam Download PDFInfo
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- CN106593492A CN106593492A CN201611177244.2A CN201611177244A CN106593492A CN 106593492 A CN106593492 A CN 106593492A CN 201611177244 A CN201611177244 A CN 201611177244A CN 106593492 A CN106593492 A CN 106593492A
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- 238000007789 sealing Methods 0.000 title claims abstract description 21
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title description 7
- 241000826860 Trapezium Species 0.000 claims 1
- 238000012856 packing Methods 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 5
- 230000006835 compression Effects 0.000 abstract description 3
- 238000007906 compression Methods 0.000 abstract description 3
- 229920002943 EPDM rubber Polymers 0.000 description 5
- 238000010586 diagram Methods 0.000 description 5
- 238000006073 displacement reaction Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000004078 waterproofing Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 229920003051 synthetic elastomer Polymers 0.000 description 1
- 239000005061 synthetic rubber Substances 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
- E21D11/385—Sealing means positioned between adjacent lining members
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Abstract
本发明涉及一种深层排水盾构隧道管片接缝防水弹性密封垫,用于两个相邻的隧道管片接缝处的密封,该弹性密封垫的上端面与下端面平行,上端面相互压紧密封,下端面设置在隧道管片的安装槽内,该弹性密封垫以上下端面的中点连线左右对称,包括一体成型的密封垫本体、两个设置在左右两侧的端部以及多个支撑足,所述的密封垫本体上依次并排设有第一排通孔和第二排通孔,所述的端部与支撑足之间以及相邻的支撑足之间均开设凹槽,所述的端部和支撑足的底面共同构成下端面。与现有技术相比,本发明具有优化密封性能、减小装配力、结构简单、安装方便等优点。
The invention relates to a waterproof elastic gasket for the joints of deep drainage shield tunnel segments, which is used for sealing the joints of two adjacent tunnel segments. The upper end surface of the elastic gasket is parallel to the lower end surface and the upper end surfaces are mutually Compression seal, the lower end surface is set in the installation groove of the tunnel segment, the elastic gasket is symmetrical about the line connecting the midpoint of the upper and lower end surfaces, including an integrally formed gasket body, two ends arranged on the left and right sides and A plurality of supporting feet, the first row of through holes and the second row of through holes are arranged side by side on the gasket body, and grooves are provided between the end and the supporting feet and between adjacent supporting feet , the end portion and the bottom surface of the supporting foot together form the lower end surface. Compared with the prior art, the invention has the advantages of optimized sealing performance, reduced assembly force, simple structure, convenient installation and the like.
Description
技术领域technical field
本发明涉及深层排水、越江、跨海等盾构隧道工程领域,尤其是涉及一种深层排水盾构隧道管片接缝防水弹性密封垫。The invention relates to the field of deep drainage, river crossing, sea crossing and other shield tunnel engineering fields, in particular to a waterproof elastic gasket for segment joints of deep drainage shield tunnels.
背景技术Background technique
深层排水、越江、跨海等盾构隧道对防止盾构隧道漏水有着很高要求,其中管片接缝防水是其中的重点部分。目前在实际工程中通常采用非膨胀性合成橡胶,主要是利用接缝材料的挤密来达到防水目的,一般是将三元乙丙橡胶材料模压成为一定的形状制成弹性密封垫,作为主要的防水材料。工程中将三元乙丙橡胶弹性密封垫粘贴在管片预制的沟槽内,在管片拼装时通过挤压分别贴在两块管片上的弹性密封垫获得防水功能。但是由于深层排水、越江、跨海等盾构隧道对弹性密封垫的防水能力要求较高。而为了达到一定的防水能力,三元乙丙橡胶弹性密封垫会较厚、较大,挤压密封垫的装配力过大,管片接缝端部(指密封垫沟槽外侧混凝土)就会损坏,为此可以改善密封垫的断面形式,在密封垫内合理开设孔眼以控制装配力,同时确保止水效果。这种断面形式还使得弹性密封垫具有更大的压缩性和更高的弹性,即使管片接缝有一定的张开量,它仍能处于一定的压缩状态,可有效地阻挡水的渗漏。因此需要提供新型的弹性密封垫断面形式,使其能满足高水压下盾构隧道管片接缝的防水要求,同时保证装配力能满足施工和设计要求,并在一定的张开量和拼装误差的情况下仍有保留较高的防水能力。Shield tunnels such as deep drainage, crossing rivers, and crossing seas have high requirements for preventing water leakage in shield tunnels, among which the waterproofing of segment joints is the key part. At present, non-expandable synthetic rubber is usually used in actual engineering, mainly to use the joint material to achieve the purpose of waterproofing. Generally, the EPDM material is molded into a certain shape to make an elastic gasket, as the main waterproof material. In the project, the EPDM rubber elastic gasket is pasted in the prefabricated groove of the segments, and the waterproof function is obtained by squeezing the elastic gaskets respectively attached to the two segments when the segments are assembled. However, shield tunnels such as deep drainage, river crossing, and sea crossing have higher requirements on the waterproof ability of elastic gaskets. In order to achieve a certain waterproof ability, the EPDM elastic gasket will be thicker and larger. If the assembly force of the extrusion gasket is too large, the end of the segment joint (referring to the concrete outside the gasket groove) will be damaged. Therefore, the cross-sectional form of the gasket can be improved, and holes can be reasonably opened in the gasket to control the assembly force and ensure the water-stop effect. This cross-sectional form also makes the elastic gasket have greater compressibility and higher elasticity. Even if the segment seams have a certain amount of opening, it can still be in a certain compressed state, which can effectively prevent water leakage. Therefore, it is necessary to provide a new type of elastic gasket cross-section, so that it can meet the waterproof requirements of shield tunnel segment joints under high water pressure, and at the same time ensure that the assembly force can meet the construction and design requirements. Under the circumstances, it still retains a high waterproof ability.
发明内容Contents of the invention
本发明的目的就是为了克服上述现有技术存在的缺陷而提供一种优化密封性能、减小装配力、结构简单、安装方便的深层排水盾构隧道管片接缝防水弹性密封垫。The object of the present invention is to provide a deep drainage shield tunnel segment seam waterproof elastic gasket with optimized sealing performance, reduced assembly force, simple structure and convenient installation in order to overcome the above-mentioned defects in the prior art.
本发明的目的可以通过以下技术方案来实现:The purpose of the present invention can be achieved through the following technical solutions:
一种深层排水盾构隧道管片接缝防水弹性密封垫,用于两个相邻的隧道管片接缝处的密封,该弹性密封垫的上端面与下端面平行,上端面相互压紧密封,下端面设置在隧道管片的安装槽内,该弹性密封垫以上下端面的中点连线左右对称,包括一体成型的密封垫本体、两个设置在左右两侧的端部以及多个支撑足,所述的密封垫本体上依次并排设有第一排通孔和第二排通孔,所述的端部与支撑足之间以及相邻的支撑足之间均开设凹槽,所述的端部和支撑足的底面共同构成下端面。A deep drainage shield tunnel segment seam waterproof elastic gasket, used for sealing the joints of two adjacent tunnel segments, the upper end surface of the elastic gasket is parallel to the lower end surface, and the upper end surfaces are pressed against each other for sealing , the lower end surface is set in the installation groove of the tunnel segment, and the elastic gasket is symmetrical to the left and right of the line connecting the midpoint of the upper and lower end surfaces, including an integrally formed gasket body, two ends arranged on the left and right sides, and multiple supports The first row of through holes and the second row of through holes are arranged side by side on the gasket body, grooves are provided between the end and the supporting feet and between adjacent supporting feet, and the The end and the bottom surface of the supporting foot together form the lower end surface.
所述的第一排通孔包括并排设置的第一型通孔和第二型通孔,所述的第一型通孔和第二型通孔以中点连线为中心由内向外依次设置,所述的第二排通孔包括并排设置的第三型通孔和第四型通孔,所述的第三型通孔和第四型通孔以中点连线为中心由内向外依次设置。The first row of through-holes includes first-type through-holes and second-type through-holes arranged side by side, and the first-type through-holes and second-type through-holes are arranged in sequence from the inside to the outside centering on the line connecting the midpoints , the second row of through-holes includes third-type through-holes and fourth-type through-holes arranged side by side, and the third-type through-holes and fourth-type through-holes are centered on the midpoint line from inside to outside in sequence set up.
所述的第一型通孔为截面由一条半圆弧、与半圆弧相切的两条侧边线以及连接两条侧边线且与半圆弧直径平行的底边形成的拱门型的通孔,所述的第二型通孔的截面为一直角梯形,所述的第三型通孔形状与第一型通孔相同,且与第一型通孔互为倒置,所述的第四型通孔的截面为一直角三角形。The first type of through-hole is an arch-shaped cross section formed by a semi-circular arc, two side lines tangent to the semi-circular arc, and a base connecting the two side lines and parallel to the diameter of the semi-circular arc. Through holes, the cross-section of the second type of through holes is a right-angled trapezoid, the shape of the third type of through holes is the same as that of the first type of through holes, and is inverted with the first type of through holes. The cross-section of the four-type through hole is a right triangle.
所述的第一型通孔、第二型通孔、第三型通孔和第四型通孔的截面拐角处均设有倒角。The corners of the sections of the first type through hole, the second type through hole, the third type through hole and the fourth type through hole are all provided with chamfers.
所述的凹槽的截面呈倒U型,由一段圆弧和与圆弧相切的两条直线形成。The cross-section of the groove is an inverted U shape, which is formed by a circular arc and two straight lines tangent to the circular arc.
所述的第一排通孔的形心连接线以及第二排通孔的形心连接线与上端面平行。The centroid connection line of the first row of through holes and the centroid connection line of the second row of through holes are parallel to the upper end surface.
所述的弹性密封垫为三元乙丙橡胶密封垫。The elastic gasket is a EPDM rubber gasket.
与现有技术相比,本发明具有以下优点:Compared with the prior art, the present invention has the following advantages:
一、优化密封性能:本发明通过对第一排通孔、第二排通孔和凹槽的形状、布置位置等的优化设计,得到了防水性能和力学性能最优的结构,满足深层排水、越江、跨海等盾构隧道管片接缝耐高水压的防水设计要求,同时确保在一定的张开量和错动量的情况下仍保留有较高的防水能力;第一型通孔、第二型通孔、第三型通孔和第四型通孔的截面拐角处均设有倒角,避免孔洞角部出现应力集中;第一型通孔、第三型通孔以及凹槽处均设有圆弧形孔洞,圆弧形孔洞结构受力性能良好。1. Optimizing sealing performance: The present invention obtains a structure with optimal waterproof performance and mechanical properties through the optimized design of the shape and arrangement position of the first row of through holes, the second row of through holes and grooves, and satisfies deep drainage, The waterproof design requirements for the high water pressure resistance of the joints of shield tunnels such as crossing the river and crossing the sea, and at the same time ensuring that they still have a high waterproof capacity under the condition of a certain amount of opening and displacement; the first type of through hole, the second type of There are chamfers at the cross-sectional corners of Type 1, Type 3 and Type 4 through holes to avoid stress concentration at the corners of the holes; There are arc-shaped holes, and the arc-shaped hole structure has good mechanical performance.
二、减小装配力:本发明通过对弹性密封垫开孔率的控制,从而控制弹性密封垫的装配力数值在一定范围内,使其适应现有盾构机的拼装能力,便于施工。2. Reduce the assembly force: the present invention controls the assembling force value of the elastic seal pad within a certain range by controlling the opening ratio of the elastic seal pad, so that it can adapt to the assembly capacity of the existing shield machine and facilitate construction.
三、结构简单、安装方便:本发明结构规整,制作方便,适用于高水压情况下深层排水、越江、跨海等盾构隧道管片接缝防水用途。3. Simple structure and convenient installation: the present invention has a regular structure and is easy to manufacture, and is suitable for deep drainage under high water pressure, crossing rivers, crossing seas, and other shield tunnel segment joint waterproofing applications.
附图说明Description of drawings
图1为本发明的截面结构示意图。Fig. 1 is a schematic cross-sectional structure diagram of the present invention.
图2为实施例弹性密封垫在张开量0mm,错动量0mm情况下接触面接触应力分布图。Fig. 2 is a distribution diagram of contact stress on the contact surface of the elastic gasket of the embodiment under the condition that the opening amount is 0 mm and the displacement amount is 0 mm.
图3为实施例弹性密封垫在张开量8mm,错动量10mm情况下接触面接触应力分布图。Fig. 3 is a distribution diagram of contact stress on the contact surface of the elastic gasket of the embodiment under the condition that the opening amount is 8 mm and the displacement amount is 10 mm.
其中,1、密封垫本体,2、凹槽,11、端部,12、支撑足,31、第一型通孔,32、第二型通孔,33、第三型通孔,34、第四型通孔。Among them, 1. Gasket body, 2. Groove, 11. End, 12. Support foot, 31. First type through hole, 32. Second type through hole, 33. Third type through hole, 34. The third type through hole Type four through holes.
具体实施方式detailed description
下面结合附图和具体实施例对本发明进行详细说明。The present invention will be described in detail below in conjunction with the accompanying drawings and specific embodiments.
实施例:Example:
以下通过特定的具体实例说明本发明的实施方式,本领域技术人员可由本说明书所揭露的内容轻易地了解本发明的其他优点与功效。本发明还可以通过另外不同的具体实施方式加以实施或应用,本说明书中的各项细节也可以基于不同观点与应用,在没有背离本发明的精神下进行各种修饰或改变。Embodiments of the present invention are described below through specific examples, and those skilled in the art can easily understand other advantages and effects of the present invention from the content disclosed in this specification. The present invention can also be implemented or applied through other different specific implementation modes, and various modifications or changes can be made to the details in this specification based on different viewpoints and applications without departing from the spirit of the present invention.
须知,本说明书所附图式所绘示的结构、比例、大小等,均仅用以配合说明书所揭示的内容,以供熟悉此技术的人士了解与阅读,并非用以限定本发明可实施的限定条件,故不具技术上的实质意义,任何结构的修饰、比例关系的改变或大小的调整,在不影响本专利所能产生的功效及所能达成的目的下,均应仍落在本专利所揭示的技术内容得能涵盖的范围内。It should be noted that the structures, proportions, sizes, etc. shown in the drawings attached to this specification are only used to match the content disclosed in the specification, for those who are familiar with this technology to understand and read, and are not used to limit the implementation of the present invention. Limiting conditions, so it has no technical substantive meaning, any modification of structure, change of proportional relationship or adjustment of size, without affecting the effect and purpose of this patent, should still fall within the scope of this patent. The disclosed technical content must be within the scope covered.
下面结合附图和具体实施例对本专利进行详细说明。The patent will be described in detail below in conjunction with the accompanying drawings and specific embodiments.
实施例:Example:
如图1所示,一种适用于深层排水、越江、跨海等盾构隧道管片接缝防水的弹性密封垫,设置在隧道衬砌的管片上,包括具有上下平行的上端面和下端面,密封垫由三元乙丙橡胶制成,上端面为密封垫接触面,下端面为管片接触面,上端面中点与下端面中点的连线为密封垫的对称轴,上端面长度为37mm,下端面长度为44mm,密封垫两侧面上的端部11的外轮廓为一折线,折线靠近上端面的折弯点和与其最近的上端面的端点的水平距离为2mm,折线靠近下端面的折弯点和与其最近的下端面的端点的水平距离为2mm,下端面上左右对称设有四个用于降低密封垫装配时压缩力的凹槽2,凹槽2呈倒U型,由一段圆弧和与圆弧相切的两条直线形成,圆弧直径为3mm,凹槽2底部外侧与密封垫底部外侧距离为3.5mm,两个凹槽2底部中心的距离为10mm。密封垫本体1上下依次设有第一排通孔和第二排通孔,第一排通孔和第二排通孔分别包含四个孔,所有孔关于密封垫的对称轴对称,第一排通孔位于中间的两个第一型通孔31与第二排通孔位于中间的两个第三型通孔33形式相同,即均由一个半圆弧、与半圆弧相切的两条直线、与半圆弧直径平行的直线组成,其中与半圆弧相切的两条直线分别和与半圆弧直径平行的直线通过倒角相连,第一排通孔位于两侧的两个第二型通孔32形式相同,均为角部通过倒角连接的梯形。第二排通孔位于两侧的第四型通孔34两个形式相同,均为角部通过倒角连接的三角形,第一排通孔的形心连线及第二排通孔的形心连线均与密封垫本体上端面平行。As shown in Figure 1, an elastic gasket suitable for waterproofing the segment joints of shield tunnels such as deep drainage, river crossing, and sea crossing is arranged on the segment of the tunnel lining, including upper and lower end faces parallel to each other. The gasket is made of EPDM rubber. The upper end surface is the gasket contact surface, and the lower end surface is the segment contact surface. The line connecting the midpoint of the upper end surface and the midpoint of the lower end surface is the symmetrical axis of the gasket. The length of the upper end surface is 37mm, the length of the lower end surface is 44mm, the outer contour of the end 11 on both sides of the gasket is a broken line, the horizontal distance between the bending point close to the upper end surface and the endpoint of the nearest upper end surface is 2mm, and the broken line is close to the lower end surface The horizontal distance between the bending point and the end point of the nearest lower end face is 2mm, and four grooves 2 are symmetrically arranged on the lower end face to reduce the compression force when the gasket is assembled. The groove 2 is in an inverted U shape. A circular arc and two straight lines tangent to the circular arc are formed. The diameter of the circular arc is 3 mm. The distance between the outer bottom of the groove 2 and the outer bottom of the gasket is 3.5 mm. The distance between the bottom centers of the two grooves 2 is 10 mm. The gasket body 1 is provided with a first row of through holes and a second row of through holes in sequence. The first row of through holes and the second row of through holes respectively contain four holes. All the holes are symmetrical about the symmetry axis of the gasket. The first row of through holes The two first-type through-holes 31 in the middle of the through-hole are in the same form as the two third-type through-holes 33 in the middle of the second row of through-holes. It is composed of a straight line and a straight line parallel to the diameter of the semicircle, in which the two straight lines tangent to the semicircle are respectively connected with the straight line parallel to the diameter of the semicircle through chamfering, and the first row of through holes is located in the two second rows on both sides. The second-type through holes 32 have the same form, and are trapezoidal with corners connected by chamfering. The second row of through holes located on both sides of the fourth type of through holes 34 have the same two forms, both of which are triangles whose corners are connected by chamfering. The line connecting the centroids of the first row of through holes and the centroid of the second row of through holes The connecting lines are all parallel to the upper end surface of the gasket body.
第一排通孔的形心连线与上端面的垂直距离为5.1mm,第二排通孔的形心连线与上端面的垂直距离为11.4mm。第一型通孔31半圆弧的直径为6.6mm,其圆心距离为10mm。第三型通孔33半圆弧的直径为6.6mm,其圆心距离为10mm。The vertical distance between the centroid line of the first row of through holes and the upper end surface is 5.1 mm, and the vertical distance between the centroid line of the second row of through holes and the upper end surface is 11.4 mm. The diameter of the semicircular arc of the first type through hole 31 is 6.6 mm, and the distance between the centers of the circles is 10 mm. The diameter of the semicircular arc of the third type through hole 33 is 6.6 mm, and the distance between the centers of the circles is 10 mm.
本专利所述的实施例弹性密封垫在张开量0mm,错动量0mm情况下接触面接触应力分布图如图2所示,接触面有多个应力峰值,满足相应高水压的防水设计要求;本专利所述的实施例弹性密封垫在张开量8mm,错动量10mm情况下接触面接触应力分布图如图3所示,接触面有多个应力峰值,确保在一定的张开量和错动量的情况下(按照实际工程防水设计要求)仍保留有较高的防水能力。The contact stress distribution diagram of the contact surface of the elastic gasket of the embodiment described in this patent is shown in Figure 2 when the opening amount is 0mm and the displacement amount is 0mm. There are multiple stress peaks on the contact surface, which meets the corresponding high water pressure waterproof design requirements; The contact stress distribution diagram of the contact surface of the elastic gasket in the embodiment described in the patent is shown in Figure 3 when the opening amount is 8mm and the displacement is 10mm. According to the actual engineering waterproof design requirements), it still retains a high waterproof ability.
弹性密封垫要求在装配时可使用盾构拼装设备将密封垫压至闭合状态,在本实例中即双道密封垫压缩量达到14mm时为闭合状态。性能良好的弹性密封垫应具备在闭合状态下对应的装配力较小的性能,以保证混凝土沟槽的稳定性,适用于深层排水、越江、跨海等盾构隧道管片接缝防水的弹性密封垫必须控制其装配力数值在一定范围内,以适应现有盾构机的拼装能力。The elastic gasket requires that the shield assembly equipment can be used to press the gasket to the closed state during assembly. In this example, the double-channel gasket is in the closed state when the compression amount reaches 14mm. The elastic gasket with good performance should have the performance of relatively small assembly force in the closed state to ensure the stability of the concrete trench, and is suitable for deep drainage, cross-river, sea-crossing and other shield tunnel segment joint waterproof elasticity The assembly force value of the gasket must be controlled within a certain range, so as to adapt to the assembly capacity of the existing shield machine.
上述实施例仅例示性说明本发明的原理及其功效,而非用于限制本发明。任何熟悉此技术的人士皆可在不违背本发明的精神及范畴下,对上述实施例进行修饰或改变。因此,举凡所属技术领域中具有通常知识者在未脱离本发明所揭示的精神与技术思想下所完成的一切等效修饰或改变,仍应由本发明的权利要求所涵盖。The above-mentioned embodiments only illustrate the principles and effects of the present invention, but are not intended to limit the present invention. Anyone skilled in the art can modify or change the above-mentioned embodiments without departing from the spirit and scope of the present invention. Therefore, all equivalent modifications or changes made by those skilled in the art without departing from the spirit and technical ideas disclosed in the present invention shall still be covered by the claims of the present invention.
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