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    • 2. 发明授权
    • Pipe liner bag everting nozzle and pipe lining method
    • 管衬内胆喷管和管内衬法
    • US06631739B2
    • 2003-10-14
    • US09858803
    • 2001-05-16
    • Takao KamiyamaYasuhiro YokoshimaShigeru EndohHiroyuki Aoki
    • Takao KamiyamaYasuhiro YokoshimaShigeru EndohHiroyuki Aoki
    • F16L5516
    • F16L55/1651B29C63/36
    • A pipe liner bag everting nozzle is provided for allowing an operator to freely access a manhole during a lining operation. A pipe liner bag everting nozzle comprises a guide tube fixing end for fixing one end of a guide tube, and a pipe liner bag fixing end for fixing a folded end of an uneverted pipe liner bag passed through the guide tube, wherein the guide tube fixing end has a diameter smaller than a diameter of the pipe liner bag fixing end. Since a guide tube having a smaller diameter than that of a pipe line to be repaired (or the pipe liner bag) can be used, a sufficient gap is formed between the guide tube and the manhole, thereby allowing the operator to freely access the manhole during the lining operation for inspection and confirmation of a lining situation.
    • 提供了一种管道衬套袋喷嘴,用于允许操作者在衬里操作期间自由地进入人孔。 管道衬袋包括喷嘴,包括用于固定导管一端的导管固定端,以及用于固定通过导管的未经过管道衬垫袋的折叠端的管衬袋固定端,其中导管固定 端部的直径小于管内衬袋固定端的直径。 由于可以使用直径小于待修复的管线(或管衬袋)的导管,所以在引导管和人孔之间形成足够的间隙,从而允许操作者自由地进入人孔 在衬里操作期间进行检查和确认衬里情况。
    • 6. 发明授权
    • Branch pipe liner assembly and a pipe lining method
    • 分管管衬组件和管衬法
    • US5944058A
    • 1999-08-31
    • US17661
    • 1998-02-03
    • Takao KamiyamaYasuhiro YokoshimaShigeru EndohHiroyuki Aoki
    • Takao KamiyamaYasuhiro YokoshimaShigeru EndohHiroyuki Aoki
    • B29C63/34F16L55/165F16L55/179F16L55/26F16L55/16
    • F16L55/265F16L55/1651F16L55/179B29C63/34
    • A tubular branch pipe liner is proposed, which has a rigid collar at its end and to this collar is attached a protector consisting of a first portion which is out-spread downwardly and curved to fit on the lower face of the collar and is fixed thereto, a second portion which is roughly cylindrical and fitted into the inner peripheral face of the collar and the inner wall of a little part of the tubular branch pipe liner which is immediately continuous from the collar, and a third portion which extends downwardly and terminates in an annular end face at a location substantially lower than the joint where the first portion and the second portion meet; also proposed is a pipe lining method, which comprises the steps of preparing a branch pipe liner with a collar; and attaching the above-mentioned protective member to the collar; and lining a branch pipe with the tubular branch pipe liner; and lining the main pipe with a conventional main pipe liner; and cutting a hole through that circular portion of the main pipe liner which is defined by the annular end face of the third portion of the protective member.
    • 提出了一种管状分支管衬套,其端部具有刚性套环,并且该套环附接有保护器,该保护器由第一部分组成,第一部分向下展开并弯曲以装配在套环的下表面上并固定到其上 第二部分大致圆筒形并嵌合在套环的内周面和管状支管衬套的一小部分内壁上,该管状支管衬套与套环紧密连续,第三部分向下延伸并终止于第二部分 在基本上低于第一部分和第二部分相遇的接头的位置处的环形端面; 还提出了一种管衬法,其中包括准备具有套环的支管衬管的步骤; 并将上述保护构件附接到轴环上; 并用管状支管衬管衬里支管; 并用传统的主管衬管衬里主管; 并且通过由保护构件的第三部分的环形端面限定的主管道衬套的圆形部分切割孔。
    • 7. 发明授权
    • Branch pipe liner bag and pipe lining method
    • 支管衬管和管内衬法
    • US5916406A
    • 1999-06-29
    • US827487
    • 1997-02-11
    • Takao KamiyamaYasuhiro YokoshimaShigeru EndohHiroyuki Aoki
    • Takao KamiyamaYasuhiro YokoshimaShigeru EndohHiroyuki Aoki
    • B29C63/00B29C63/34F16L55/179B29C63/36B29C65/56B29C65/70
    • B29C63/34B29C63/0086F16L55/179Y10T156/1056
    • A branch pipe liner bag and a pipe lining method are provided for ensuring to securely joining a flange and a main pipe liner bag to provide a reliable integrated structure. The branch pipe liner bag comprises a tubular resin-absorbent material impregnated with an unhardened hardenable resin. The tubular resin-absorbent material is formed at one end thereof with a rigid flange which is formed with a plurality of bores. In the pipe lining method using the branch pipe liner bag, a portion of unhardened hardenable resin oozing from a main pipe liner bag enters the bores formed through the flange of the branch pipe liner bag and is hardened therein, so that the flange is securely joined with the main pipe liner bag, thereby preventing a gap from being formed therebetween. In addition, the bores may be arranged on concentric circles on the flange, and cords made of a resin-absorbent material may be passed through the bores along the inner or outer periphery of the flange. Since the unhardened hardenable resin is also impregnated into the cords, the flange is more securely joined with the main pipe liner bag. Furthermore, a portion of the main pipe liner bag located on the periphery of a branch pipe opening is protruded due to the cords, so that the protrusion facilitates the positioning of a cutter for accurately cutting a portion of the main pipe liner bag covering the branch pipe opening.
    • 提供分支管衬套和管衬法,以确保牢固地连接凸缘和主管衬里袋,以提供可靠的一体化结构。 分支管内衬包括浸渍有未硬化的可硬化树脂的管状树脂吸收材料。 管状树脂吸收材料的一端形成有形成有多个孔的刚性凸缘。 在使用分支管内衬袋的管内方法中,从主管内衬袋渗出的未硬化的可硬化树脂的一部分进入通过分支管衬套的凸缘形成的孔,并在其中硬化,使得凸缘牢固地接合 与主管衬里袋,从而防止在它们之间形成间隙。 此外,孔可以布置在凸缘上的同心圆上,并且由树脂吸收材料制成的帘线可以沿着凸缘的内周或外周穿过孔。 由于未硬化的可硬化树脂也浸渍到帘线中,所以凸缘与主管衬里袋更牢固地接合。 此外,位于分支管开口周边的主管衬里袋的一部分由于帘线而突出,使得突起有助于切割器的定位,以精确地切割覆盖分支的主管衬里袋的一部分 管道开口。
    • 8. 发明授权
    • Apparatus and a method for lining an underground pipe
    • 用于衬里地下管道的装置和方法
    • US5846025A
    • 1998-12-08
    • US767617
    • 1996-12-17
    • Takao KamiyamaYasuhiro YokoshimaShigeru EndohHiroyuki Aoki
    • Takao KamiyamaYasuhiro YokoshimaShigeru EndohHiroyuki Aoki
    • F16L1/00B29C63/36B29K105/08B29L23/00F16L55/165F16L55/18
    • F16L55/1651B29C63/36
    • An apparatus and a method for lining an underground pipe are proposed: the pipe is plugged at a location upstream to a manhole; a three-pronged passage is installed whose first end penetrates the plug and opens in the interior of the pipe upstream to the plug and whose second end opens in the manhole at the level of the pipe, and whose third end opens in the atmosphere at a substantially high level; then the second end of the three-pronged passage is closed to cause the drain water to rise and go toward the third end of the three-pronged passage; the drain water is let to fall from the down-looking third end of the three-pronged passage into an upper end of a vertical eversion conduit provided in the manhole, thereby effecting eversion of a tubular liner into the vertical eversion conduit means; the tubular liner everting in the vertical eversion conduit is guided by a guide device such that at the lower end of the vertical eversion conduit the eversion head of the tubular liner is caused to turn orthogonally into the downstream direction; and the tubular liner is constricted at a location downstream to the repair portion of the pipe so that the tubular liner is inflated.
    • 提出了一种用于衬里地下管道的装置和方法:管道插在井孔上游的一个位置; 安装有三管脚的通道,其第一端穿过塞子并在管的上游开口,并且其第二端在管道的水平面处在井下打开,并且其第三端在大气中以 实质上高; 然后关闭三通通道的第二端,使排水上升并朝向三通道的第三端; 使排水从三管脚通道的向下看的第三端落入设置在人孔中的垂直外翻管的上端,从而实现管状衬套向垂直外翻管道装置的外翻; 垂直外翻管道中的管状衬套由引导装置引导,使得在垂直外翻管道的下端使管状衬套的外翻头部正交地向下游方向转动; 并且管状衬套在管的修复部分的下游位置处收缩,使得管状衬垫膨胀。
    • 10. 发明授权
    • Liner bag for manhole and method of lining a manhole
    • 人孔衬里和衬里人孔的方法
    • US06401759B1
    • 2002-06-11
    • US09465224
    • 1999-12-14
    • Takao KamiyamaYasuhiro YokoshimaShigeru EndohHiroyuki Aoki
    • Takao KamiyamaYasuhiro YokoshimaShigeru EndohHiroyuki Aoki
    • F16L5516
    • B29C63/36E02D1/00F16L55/179
    • A liner bag for a manhole can have an improved durability after hardening with a fluid pressure barrier film left on the inner wall of a lined manhole, and a method of lining a manhole using the liner bag is capable of realizing a reduction in the number of steps involved in a manhole lining process to reduce a working time and a working cost. The liner bag for a manhole has an outer-layer liner bag including a first bag-shaped resin absorbent material, and an unhardened liquid hardenable resin impregnated in the first bag-shaped resin absorbent material, and an inner-layer liner bag including a second bag-shaped resin absorbent material, a highly air-tight plastic film coated over an inner surface of the second bag-shaped resin absorbent material, and an unhardened liquid hardenable resin impregnated in the second bag-shaped resin absorbent material, wherein the inner-layer liner bag has a thickness smaller than the outer-layer liner bag, and the inner-layer liner bag being inserted in the outer-layer liner bag. With the liner bag thus configure, since the manhole lining method performed using the manhole liner bag eliminates the necessity of stripping off the plastic film functioning as a fluid pressure barrier liner from the hardened liner bag and wasting the same, as before, it is possible to realize a reduction in the number of steps involved in the lining process, a working term, and a working cost.
    • 用于人孔的衬里袋可以在留在衬里的人孔的内壁上的流体阻力膜硬化之后具有改善的耐久性,并且使用衬里袋衬里的人孔的方法能够实现减少 井底衬里工艺中涉及的步骤,以减少工作时间和工作成本。 用于人孔的衬里袋具有包括第一袋状树脂吸收材料的外层衬里袋和浸渍在第一袋状树脂吸收材料中的未硬化液体可硬化树脂,以及包含第二袋状树脂吸收材料的内层衬里袋 袋形树脂吸收材料,涂覆在第二袋状树脂吸收材料的内表面上的高度气密的塑料膜,以及浸渍在第二袋状树脂吸收材料中的未硬化的液体可硬化树脂, 层内衬袋具有比外层衬里袋小的厚度,内层衬里袋插入外层衬里袋中。 由于如此构造的衬垫袋,由于使用人孔衬垫袋进行的人孔衬里方法消除了从硬化衬垫袋剥离起作为流体阻力衬垫的塑料膜的需要,并且像以前那样浪费,所以可能 实现减少衬砌过程中涉及的步骤数量,工作期限和工作成本。