CN111322094A - A built-in combined waterproof joint with an inflatable airbag and an application method thereof - Google Patents
A built-in combined waterproof joint with an inflatable airbag and an application method thereof Download PDFInfo
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- CN111322094A CN111322094A CN202010257853.9A CN202010257853A CN111322094A CN 111322094 A CN111322094 A CN 111322094A CN 202010257853 A CN202010257853 A CN 202010257853A CN 111322094 A CN111322094 A CN 111322094A
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- 238000000034 method Methods 0.000 title claims abstract description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 43
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 24
- 239000010959 steel Substances 0.000 claims abstract description 24
- 239000011374 ultra-high-performance concrete Substances 0.000 claims abstract description 23
- 230000008439 repair process Effects 0.000 claims abstract description 7
- 239000003292 glue Substances 0.000 claims description 4
- 230000009471 action Effects 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 5
- 238000009434 installation Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 1
- 230000007123 defense Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000001066 destructive effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000009466 transformation Effects 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
- E21D11/386—Sealing means positioned between adjacent lining members inflatable sealing means
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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
- E21D11/04—Lining with building materials
- E21D11/08—Lining with building materials with preformed concrete slabs
- E21D11/083—Methods or devices for joining adjacent concrete segments
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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
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
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Abstract
Description
技术领域technical field
本发明涉及隧道工程技术领域,尤其是一种带充气气囊的内置组合式防水接头及其应用方法。The invention relates to the technical field of tunnel engineering, in particular to a built-in combined waterproof joint with an inflatable airbag and an application method thereof.
背景技术Background technique
新建沉管隧道管节接头一般采用外置GINA止水带,内装OMEGA止水带两道防水措施,OMEGA止水带一般作为二道防线,且在OMEGA发生破损时,如果GINA止水带状况良好,可随时更换OMEGA止水带,保证管节接头止水的可靠性,但当外置GINA止水带出现较大破损时,由于内置OMEGA止水带起到主要的防水作用,无法更换,目前国内外尚无修复先例。The joints of newly built immersed tunnels generally use external GINA waterstops and built-in OMEGA waterstops for two waterproof measures. The OMEGA waterstops are generally used as the second line of defense. , the OMEGA water stop can be replaced at any time to ensure the reliability of the water stop of the pipe joints. However, when the external GINA water stop is greatly damaged, the built-in OMEGA water stop plays a major waterproof role and cannot be replaced. There is no precedent for restoration at home and abroad.
发明内容SUMMARY OF THE INVENTION
本发明的目的是根据上述现有技术的不足,提供了一种带充气气囊的内置组合式防水接头及其应用方法,通过一道用于临时止水的可充填式气囊与用于永久止水的内置OMEGA止水的结构设计,实现对隧道管节接头止水功能的无损修复。The object of the present invention is to provide a built-in combined waterproof joint with an inflatable airbag and an application method thereof according to the above-mentioned deficiencies of the prior art. The structural design of the built-in OMEGA water stop realizes the non-destructive repair of the water stop function of the tunnel joints.
本发明目的实现由以下技术方案完成:The realization of the object of the present invention is accomplished by the following technical solutions:
一种带充气气囊的内置组合式防水接头,其特征在于:所述内置组合式防水接头设置在隧道接头位置,包括UHPC牛腿、牛腿端面钢结构、可充填式气囊、内置OMEGA止水带;在所述隧道接头位置的两侧分别设置有所述UHPC牛腿,在所述UHPC牛腿的相对侧端面分别设置有所述牛腿端面钢结构,两侧的所述牛腿端面钢结构的相对侧端面分别设置有所述可充填式气囊,所述内置OMEGA止水带的两端分别连接在两侧的所述牛腿端面钢结构上且其位于所述可充填式气囊沿隧道的纵断面方向的内侧。A built-in combined waterproof joint with an inflatable airbag is characterized in that: the built-in combined waterproof joint is arranged at the position of the tunnel joint, including UHPC corbel, corbel end surface steel structure, refillable airbag, and built-in OMEGA waterstop ; The UHPC corbels are respectively provided on both sides of the tunnel joint position, and the corbel end surface steel structures are respectively provided on the opposite side end faces of the UHPC corbels, and the corbel end surface steel structures on both sides are respectively provided. The inflatable airbags are respectively provided on the opposite side end faces of the inflatable airbags, and the two ends of the built-in OMEGA waterstop are respectively connected to the steel structures of the corbel end surfaces on both sides and are located at the inflatable airbags along the tunnel. Inside of the profile direction.
所述可充填式气囊在充气作用下膨胀扩张并顶紧于另一侧的可充填式气囊上;两个所述可充填式气囊一用一备。The inflatable airbag expands and expands under the action of inflation and is pressed against the inflatable airbag on the other side; one of the two inflatable airbags is used and the other is prepared.
所述UHPC牛腿设置有遇水膨胀止水胶与预埋式注浆管,实现其与隧道主体结构之间的止水。The UHPC corbel is provided with a water-swellable water-stop glue and a pre-buried grouting pipe to achieve water-stop between it and the main structure of the tunnel.
所述UHPC牛腿与隧道主体结构之间通过植筋相连接固定。The UHPC corbel and the main structure of the tunnel are connected and fixed by planting bars.
一种涉及上述的带充气气囊的内置组合式防水接头的应用方法,其特征在于:将所述内置组合式防水接头应用于隧道接头处既有止水结构失效后的止水修复中;将所述内置组合式防水接头中的可充填式气囊作为临时止水;将所述内置组合式防水接头中的内置OMEGA止水带作为永久止水。An application method involving the above-mentioned built-in combined waterproof joint with an inflatable airbag, characterized in that: the built-in combined waterproof joint is applied to the water-stop repair after the failure of the existing water-stop structure at the tunnel joint; The inflatable airbag in the built-in combined waterproof joint is used as a temporary water stop; the built-in OMEGA water stop in the built-in combined waterproof joint is used as a permanent water stop.
当所述内置OMEGA止水带失效并需要更换时,对一所述可充填式气囊进行充气,作为修复所述内置OMEGA止水带的临时止水措施。When the built-in OMEGA waterstop fails and needs to be replaced, one of the inflatable airbags is inflated as a temporary waterstop measure for repairing the built-in OMEGA waterstop.
在作为永久止水的所述内置OMEGA止水带完成安装后,所述可充填式气囊处于收缩状态。After the built-in OMEGA waterstop is installed as a permanent waterstop, the inflatable airbag is in a deflated state.
本发明的优点是:可在不影响隧道建筑功能的前提下,利用原有建筑的空余限界完成隧道接头既有止水结构失效后的修复,所占空间极小,应用面广;止水效果好,可完全避免隧道接头位置的渗水、漏水;防水接头结构简单合理且可修复性强,便于后期维护,适于推广。The advantages of the invention are: on the premise of not affecting the function of the tunnel building, the repair of the existing water-stop structure of the tunnel joint after failure can be completed by using the vacant boundary of the original building, the space occupied is extremely small, and the application range is wide; the water-stop effect It can completely avoid water seepage and water leakage at the location of the tunnel joint; the waterproof joint has a simple and reasonable structure and strong repairability, which is convenient for later maintenance and suitable for promotion.
附图说明Description of drawings
图1为本发明的安装结构示意图。FIG. 1 is a schematic diagram of the installation structure of the present invention.
具体实施方式Detailed ways
以下结合附图通过实施例对本发明特征及其它相关特征作进一步详细说明,以便于同行业技术人员的理解:Below in conjunction with the accompanying drawings, the features of the present invention and other related features will be described in further detail by embodiments, so as to facilitate the understanding of those skilled in the same industry:
如图1所示,图中标记1-12分别表示为:隧道管节1、隧道管节2、既有OMEGA止水带3、既有GINA橡胶止水带4、端钢壳5、UHPC牛腿6、牛腿端面钢结构7、可充填式气囊8、内置OMEGA止水带9、植筋10、遇水膨胀止水胶11、预埋式注浆管12。As shown in Figure 1, the marks 1-12 in the figure are respectively: tunnel pipe section 1, tunnel pipe section 2, existing OMEGA waterstop 3, existing GINA rubber waterstop 4,
实施例:本实施例中的带充气气囊的内置组合式防水接头设置在隧道接头位置。如图1所示,隧道整体结构由若干管节拼接而成,图1所示的隧道接头位置为隧道管节1和隧道管节2的相接位置。在隧道管节1和隧道管节2的接头接缝位置设置有由既有OMEGA止水带3和既有GINA橡胶止水带4这两道防水组合构成的止水结构,避免隧道管节1和隧道管节2的接头位置渗水、漏水。其中,既有GINA橡胶止水带4位于沿隧道纵断面方向既有OMEGA止水带3的外侧,且既有GINA橡胶止水带4的两侧分别设置有用于固定的端钢壳5。Embodiment: In this embodiment, the built-in combined waterproof joint with an inflatable airbag is arranged at the position of the tunnel joint. As shown in Figure 1, the overall structure of the tunnel is formed by splicing several pipe joints. The position of the tunnel joint shown in Figure 1 is the connecting position of the tunnel pipe section 1 and the tunnel pipe section 2. A water stop structure composed of two waterproof combinations of the existing OMEGA water stop belt 3 and the existing GINA rubber water stop belt 4 is arranged at the joint joint position of the tunnel pipe section 1 and the tunnel pipe section 2, so as to avoid the tunnel pipe section 1 There is water seepage and water leakage at the joint position of the tunnel pipe section 2. Among them, the existing GINA rubber waterstop 4 is located outside the existing OMEGA waterstop 3 along the longitudinal section direction of the tunnel, and
如图1所示,本实施例中的带充气气囊的内置组合式防水接头包括分别固定设置在隧道管节1和隧道管节2上的UHPC牛腿6,两个UHPC牛腿6分别通过植筋10与对应的隧道管节1和隧道关节2相连接固定,实现UHPC牛腿6的承受水平荷载的功能,保证其结构牢固。在两个UHPC牛腿6的相对侧端面分别设置有牛腿端面钢结构7,牛腿端面钢结构7的形状、大小与UHPC牛腿6的相对侧端面的形状、大小相吻合适配,两者之间相连接固定。UHPC牛腿6和牛腿端面钢结构7作为防水接头的构件主体,从而减少构件的厚度,以在不影响隧道建筑功能的前提下,利用原有建筑的空余限界完成安装施工。As shown in FIG. 1 , the built-in combined waterproof joint with an inflatable air bag in this embodiment includes
如图1所示,两侧的UHPC牛腿6与对应的隧道管节1或隧道管节2之间分别设置有遇水膨胀止水胶11、预埋式注浆管12,以实现UHPC牛腿6与隧道管节1或隧道管节2主体结构连接部位的止水。As shown in FIG. 1 , between the
如图1所示,在两个牛腿端面钢结构7的内侧分别固定设置有可充填式气囊8,可充填式气囊8的充气口可伸出于牛腿端面钢结构7布置,从而方便地供技术人员通过填充口向可充填式气囊8内充气使其膨胀扩张。举例而言,如图1所示,若向一侧(即图1中的左侧)的可填充式气囊8内充气,该可充填式气囊8便在充气作用下逐渐扩张直至其顶紧在另一侧(即图1中的右侧)的可充填式气囊8及牛腿端面钢结构7上,从而构成临时止水。两个可填充式气囊8一用一备,便于使用。As shown in FIG. 1 ,
如图1所示,在两个牛腿端面钢结构7之间还设置有内置OMEGA止水带9,该内置OMEGA止水带9的两端分别固定连接在两个牛腿端面钢结构7上。沿隧道管节纵断面方向,内置OMEGA止水带9位于可充填式气囊8所构成的临时止水的内侧构成永久止水,从而实现止水功能。As shown in FIG. 1 , a built-in OMEGA waterstop 9 is also provided between the two corbel end
本实施例中的带充气气囊的内置式组合式防水接头的各构件均绕隧道管节的横断面成环,以实现隧道管节接头的完全止水。In this embodiment, each component of the built-in combined waterproof joint with an inflatable airbag forms a ring around the cross section of the tunnel pipe section, so as to achieve complete water-stopping of the tunnel pipe section joint.
本实施例中的带充气气囊的内置式组合式防水接头的应用方法指的是,将内置组合式防水接头应用于隧道接头处既有止水结构失效后的止水修复中,即如图1所示,当隧道管节1和隧道管节2的既有OMEGA止水带3和既有GINA橡胶止水带4无法实现止水功能时,需要对隧道管节1和隧道管节2进行止水功能的修复,即可采用本实施例中的带充气气囊的内置式组合式防水接头。The application method of the built-in combined waterproof joint with an inflatable airbag in this embodiment refers to applying the built-in combined waterproof joint to the water-stop repair after the failure of the existing water-stop structure at the tunnel joint, as shown in Figure 1 As shown, when the existing OMEGA waterstop 3 and the existing GINA rubber waterstop 4 of the tunnel tube section 1 and the tunnel tube section 2 cannot achieve the water-stop function, the tunnel tube section 1 and the tunnel tube section 2 need to be stopped. To repair the water function, the built-in combined waterproof joint with an inflatable airbag in this embodiment can be used.
具体而言,将内置组合式防水接头如上述安装结构施工安装到隧道管节1和隧道管节2之间的接头位置。此时,通过向可充填式气囊8内充气使其构成临时止水;而在实现临时止水的同时,将内置OMEGA止水带9作为永久止水。这样一来,可在既有OMEGA止水带3和既有GINA橡胶止水带4全部损坏的情况下,保证隧道管节接头位置的止水性能。当作为永久止水的OMEGA止水带9起效时,两个可填充式气囊8均处于放气的收缩状态。Specifically, the built-in combined waterproof joint is constructed and installed to the joint position between the tunnel pipe section 1 and the tunnel pipe section 2 according to the above-mentioned installation structure. At this time, the
当内置OMEGA止水带9发生故障需要更换时,再对一侧的可充填式气囊8进行充气使其鼓起挤压至对面的可充填式气囊8及牛腿端面钢结构7,实现快速地临时止水,而之后技术人员便可在临时止水已起效的情况下,对内置OMEGA止水带9进行更换,方便操作,同时保证隧道管节接头位置的止水效果。When the built-in OMEGA waterstop 9 fails and needs to be replaced, the
虽然以上实施例已经参照附图对本发明目的的构思和实施例做了详细说明,但本领域普通技术人员可以认识到,在没有脱离权利要求限定范围的前提条件下,仍然可以对本发明作出各种改进和变换,故在此不一一赘述。Although the above embodiments have described in detail the concept and embodiments of the present invention with reference to the accompanying drawings, those of ordinary skill in the art can recognize that various modifications to the present invention can still be made without departing from the scope of the claims. Improvements and transformations will not be repeated here.
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CN115288722A (en) * | 2022-08-23 | 2022-11-04 | 中铁第六勘察设计院集团有限公司 | Reusable temporary tunnel portal structure of parallel pipe-jacking tunnel and construction method |
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CN104047294A (en) * | 2014-07-02 | 2014-09-17 | 广东省长大公路工程有限公司 | Integral type self-gravity water-stop steel pouring jacket for wet method installation of prefabricated piers and abutments |
CN104631498A (en) * | 2014-12-29 | 2015-05-20 | 大连理工大学 | Replaceable enhancement type water joint for immersed tunnel |
CN107489435A (en) * | 2017-09-30 | 2017-12-19 | 济南市市政工程设计研究院(集团)有限责任公司 | A kind of changeable type inflatable waterstop for Tunneling by mining method |
CN208632894U (en) * | 2018-07-13 | 2019-03-22 | 绍兴丰飞环境建设有限公司 | A kind of building ground expanded joint structure |
CN109268031A (en) * | 2018-08-30 | 2019-01-25 | 上海隧道工程有限公司 | Tube coupling can fill the plugging structure and construction method of bag type paste at service channel hole |
CN212337310U (en) * | 2020-04-03 | 2021-01-12 | 上海市隧道工程轨道交通设计研究院 | A built-in combined waterproof joint with an inflatable airbag |
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CN115288722A (en) * | 2022-08-23 | 2022-11-04 | 中铁第六勘察设计院集团有限公司 | Reusable temporary tunnel portal structure of parallel pipe-jacking tunnel and construction method |
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