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    • 5. 发明授权
    • Method and device for lining construction in sewer followed by simultaneous filling of back-fill material
    • 下水道衬砌施工方法及装置,同时填充填料
    • US07186060B2
    • 2007-03-06
    • US10169081
    • 2001-12-11
    • Eiki AkimotoHamao YamashiroHiroshi SugaharaYuzo YokoyamaAkira ImagawaNaoki KitahashiYasushi Kitayama
    • Eiki AkimotoHamao YamashiroHiroshi SugaharaYuzo YokoyamaAkira ImagawaNaoki KitahashiYasushi Kitayama
    • F16L55/18
    • F16L55/1655B29C53/78B29C63/32
    • In lining work in which a lining pipe R formed by spirally winding a strip-like member 500 consisting of an elongated sheet-form body is left in place inside a tubular culvert P, and a new lining pipe is additionally formed in front of this lining pipe that has been left in place, a lining apparatus S which has a flexible forming frame 1 consisting of link bodies is used. The strip-like member 500 is wound around the forming frame 1 by means of a joining mechanism part 7 attached to the forming frame 1, and a lining pipe R is formed while being forcibly folded inward utilizing the flexibility of the forming frame 1; at the same time, a back-filling material is injected into the inward-folded part. The inward-folded part later returns to its original state. Alternatively, the diameter of a small-diameter lining pipe R formed by winding around the forming frame 201 or 401 is expanded, and lining is performed with the back-filling material injected during this diameter expansion process.As a result of this lining work, a lining pipe R that fills the cross section of the tubular culvert P is formed; at the same time, back-filling work is performed on this long lining pipe.
    • 在通过螺旋卷绕由细长片状体构成的条状构件500形成的衬里管R留在管状夹层P内的衬里工作中,并且在该衬里的前面另外形成新衬里管 使用已经放置的管,具有由连杆体构成的柔性成形框架1的衬里装置S。 带状构件500通过附接到成形框架1的接合机构部分7缠绕在成形框架1上,并且利用成形框架1的柔性将内衬管R形成为向内强制折叠; 同时将向后折叠的部分注入回填材料。 向内折叠的部分稍后恢复到其原始状态。 或者,通过围绕成形框架201或401卷绕而形成的小直径衬里管R的直径膨胀,并且在该直径膨胀过程期间注入填充材料来进行衬里。 作为这种内衬工作的结果,形成填充管状涵洞P的横截面的衬里管R; 同时,在这条长衬管上进行回填工作。
    • 6. 发明申请
    • Method for rehabilitating existing pipeline
    • 修复现有管道的方法
    • US20060283383A1
    • 2006-12-21
    • US11406410
    • 2006-04-19
    • Yoshiharu NozakiHiroshi SugaharaAkihiko Takaya
    • Yoshiharu NozakiHiroshi SugaharaAkihiko Takaya
    • B05C1/00
    • F16L55/16455F16L55/1655
    • Slurry A is kneaded at ground level to produce a high-flow low-viscosity mortar, whereupon the kneaded Slurry A is pressure fed by a Slurry A pump via a Slurry A hose to a fixed volume dispensing section. Simultaneously, kneaded Slurry B is pressure fed by a Slurry B pump via a Slurry B hose to a kneading section. Slurry A supplied to the fixed volume dispensing section is then more uniformly kneaded there and, by adding Slurry B, i.e. the additive, in the subsequent kneading section and kneading Slurry A with Slurry B in a fixed proportion, a high-viscosity mortar is produced, with said high-viscosity mortar injected into a space between an existing pipeline and a spiral wound pipe through an injection nozzle of a supply hose.
    • 浆料A在地面上捏合以产生高流动性低粘度的砂浆,于是混合的浆料A通过浆料A泵通过浆料A软管向固定体积的分配部分进行加压。 同时,混炼浆料B通过浆料B泵通过浆料B软管向捏合部分进料。 然后将供给到固定体积分配部的浆料A进行更均匀的捏合,通过在后续的捏合部中添加浆料B即添加剂,以固定比例将浆料A与浆料B混合,生成高粘度的砂浆 其中所述高粘度砂浆通过供应软管的喷嘴注入到现有管道和螺旋卷绕管之间的空间中。
    • 9. 发明授权
    • Flux-cored wire for stainless steel arc welding
    • 不锈钢电弧焊焊丝
    • US08492679B2
    • 2013-07-23
    • US12955393
    • 2010-11-29
    • Hiroshi SugaharaTetsunao IkedaHirohisa Watanabe
    • Hiroshi SugaharaTetsunao IkedaHirohisa Watanabe
    • B23K35/362
    • C22C38/44B23K35/0266B23K35/3086B23K35/3605B23K35/3607B23K35/3608B23K35/368B23K2103/05C22C38/001
    • A flux-cored wire for stainless steel arc welding including an outer sheath made of stainless steel and flux filled up in the outer sheath contains, as percentage to the total mass of the wire, Cr: 22.0-30.0 mass %, Ni: 6.0-12.0 mass %, Mo: 2.0-5.0 mass %, N: 0.20-0.35 mass %, TiO2: 4.0-9.0 mass %, SiO2: 0.1-2.0 mass %, ZrO2: 0.5-4.0 mass %, total of Li2O, Na2O and K2O: 0.50-1.50 mass %, metal fluoride in terms of fluorine amount: 0.10-0.90 mass %, and rare earth element component: 0.10-1.00 mass %, limits C to 0.04 mass % or below, W to 4.0 mass % or below, Cu to 2.0 mass % or below, Bi2O3 to 0.01 mass % or below, and limits oxides other than the above to 3.0 mass % or below. With such a composition, it is possible to obtain a weld bead which is excellent in the weldability in welding in all attitudes and is more excellent in the low temperature toughness while keeping excellent pitting corrosion resistance in arc welding of duplex stainless steel and the like.
    • 用于不锈钢电弧焊的药芯焊丝,包括由不锈钢制成的外护套和填充在外护套中的焊剂,以与焊丝总质量的百分比计含有:Cr:22.0-30.0质量%,Ni:6.0- 12.0质量%,Mo:2.0〜5.0质量%,N:0.20〜0.35质量%,TiO 2:4.0〜9.0质量%,SiO 2:0.1〜2.0质量%,ZrO 2:0.5〜4.0质量%,Li 2 O,Na 2 O和 K2O:0.50-1.50质量%,氟量:0.10-0.90质量%,稀土元素成分:0.10〜1.00质量%,C:0.04质量%以下,W:4.0质量%以下 Cu〜2.0质量%以下,Bi 2 O 3〜0.01质量%以下,将上述以外的氧化物限制为3.0质量%以下。 通过这样的组成,可以获得焊接中的焊接性在所有态度上优异的焊道,并且在双相不锈钢等的电弧焊接中保持优异的耐点腐蚀性的低温韧性更优异。
    • 10. 发明申请
    • METHOD FOR REHABILITATING EXISTING PIPE
    • 再现现有管道的方法
    • US20100180973A1
    • 2010-07-22
    • US12377262
    • 2007-10-23
    • Akitoshi OhiraMasato HoriuchiHiroshi Sugahara
    • Akitoshi OhiraMasato HoriuchiHiroshi Sugahara
    • F16L55/163
    • B29C63/32B29C53/78B29L2023/004F16L55/1655
    • In an existing pipe rehabilitating method according to an embodiment, a profile strip (2) for lining an existing pipe (10) is shaped using a thermoplastic resin, joint portions (21) are provided at both end portions in a width direction of the profile strip, and the profile strip (2) is inserted into the existing pipe (10) and is helically wound in the existing pipe (10). The joint portions (21) of adjacent windings of the profile strip (2) are interlocked with each other, thereby forming a rehabilitating pipe (20). Also, the profile strip (2) of the rehabilitating pipe (20) is deformed by a heating step in which the profile strip (2) is subjected to a heating process by a heating means so as to conform a shape of a curved portion (13) of the existing pipe (10), thereby integrating the profile strip (2) with an inner peripheral surface of the curved portion (13) of the existing pipe (10).
    • 在根据实施例的现有的管道修复方法中,用于衬套现有管道(10)的型材条(2)使用热塑性树脂成形,在轮廓的宽度方向上的两个端部设置有接合部分(21) 带状物,并且轮廓条(2)插入到现有管道(10)中并螺旋缠绕在现有管道(10)中。 轮廓带(2)的相邻绕组的接合部分(21)彼此互锁,从而形成修复管(20)。 此外,修复管(20)的型材条(2)通过加热步骤而变形,其中型材带(2)通过加热装置进行加热处理,以使其符合弯曲部分的形状( (10)的弯曲部分(13)的内周表面上,将轮廓条(2)整合在一起。