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    • 1. 发明专利
    • Revetment structure and construction method for revetment
    • 改版结构和施工方法
    • JP2005068917A
    • 2005-03-17
    • JP2003303132
    • 2003-08-27
    • Kojimagumi:KkTaiyo Kogyo Corp太陽工業株式会社株式会社小島組
    • HIRAMATSU SEIYATOMITA MITSUGIISOBE MICHIHIROYAMAMOTO MASATOISHIDA MASATOSHIISHIKAWA MASAHIDE
    • E02B3/12E02D17/20
    • PROBLEM TO BE SOLVED: To facilitate a revetment forming work and to obtain a preferable revetment by which a shore is kept in a predetermined form for a long time.
      SOLUTION: A covering material 3 extending along an inclined slope surface 2 of the shore 1 is disposed to cover the slope surface 2. The covering material 3 includes a plurality of revetment sheets 4 arranged in a horizontal direction A along the slope surface 2. Each of the revetment sheets 4 faces the other in a direction B perpendicular to the slope surface 2, and has upper and lower sheets 7, 8 which are connected to each other at their lower edge parts 6 in an inclination direction C along the slope surface 2. Opposite edge parts 18, 18 of each of the upper and lower sheets 7, 8 adjacent to each other in the horizontal direction A are connected to communicate inner spaces 19 of the revetment sheets 4 with each other, and the inner spaces 19 are filled with a filling material 20.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:为了便于护岸形成工作,并获得长期保持岸上预定形式的优选护岸。 解决方案:沿着岸1的倾斜斜面2延伸的覆盖材料3设置成覆盖斜面2.覆盖材料3包括沿着倾斜表面沿水平方向A布置的多个护岸板4 每个护岸板4在垂直于倾斜面2的方向B上面对另一个,并且具有上下片7,8,它们沿着它们的下边缘部分6沿着倾斜方向C彼此连接,沿着 上下两片相互相邻的上,下片7,8的相对的边缘部分18,18相互连接,以将护岸片4的内部空间19彼此连通,内部空间 19填充有填充材料20.版权所有(C)2005,JPO&NCIPI
    • 2. 发明专利
    • 布製型枠、法面保護用構造体、及び法面保護方法
    • 织物形式,坡度保护结构和坡度保护方法
    • JP2015025344A
    • 2015-02-05
    • JP2013157147
    • 2013-07-29
    • 太陽工業株式会社Taiyo Kogyo Corp東洋紡株式会社Toyobo Co Ltd
    • ISHIDA MASATOSHIISHIKAWA MASAHIDEMATSUSHITA MASAKI
    • E02D17/20
    • 【課題】従来の施工対象よりも急な勾配の法面に対しても布製型枠工法を施すことができるように工夫された布製型枠及び法面保護用構造体を提供する。【解決手段】法面A保護用の布製型枠1であって、上側布帛10と下側布帛20と上側布帛10及び下側布帛20を連結する連結部材30とを備える。下側布帛20は複数の孔21を有する。孔21の開口面積は20mm2以上であることが好ましい。孔21の下側布帛に対する開口率は20〜50%であることが好ましい。布製型枠1内に流動物Bを注入して固化させることにより作製された法面保護用構造体100であって、布製型枠1の下側布帛20には複数の孔21が開いており、流動物Bの一部が、孔21より布製型枠1外へ流出している状態のままで固化している。【選択図】図1
    • 要解决的问题:提供一种织物模板和边坡保护结构,其被设计成能够执行织物模板施工方法,甚至可以比比传统施工目标更陡峭的坡度的坡面进行。解决方案:织物模板1是 提供用于保护斜面A,并且包括上侧织物10,下侧织物20和用于将上侧织物10与下侧织物20连接的连接构件30.下侧织物20具有多个孔 优选地,每个孔21的开口面积可以是20mm以上。 优选地,与每个孔21的下侧织物的开口面积比可以为20-50%。 通过在织物模板1中注入流体B并使其固化来制成斜坡保护结构100。 多个孔21在织物模板1的下侧织物20中打开,并且一部分流体B固化,同时从织物模板1外部的孔21流出。
    • 3. 发明专利
    • Water overflow preventing device
    • 防水防水装置
    • JP2011099315A
    • 2011-05-19
    • JP2010229166
    • 2010-10-10
    • Oyo CorpTaiyo Kogyo Corp太陽工業株式会社応用地質株式会社
    • ABE TOMOYUKISATO KENJIMASUO TAKAYUKIYAMAMOTO MASATOISHIDA MASATOSHIYAMAMOTO KOJI
    • E02B3/04
    • PROBLEM TO BE SOLVED: To provide a water overflow preventing device which is lightweight and easily carried, and reduces the labor for installation. SOLUTION: The water overflow preventing device is configured of a waterproof sheet and is provided with bodies 21, 22, 23 formed with a space for housing water. A water inlet 21a for injecting water, and a drain outlet 21b for draining water are formed in the bodies 21, 22, 23. Connecting means are arranged on both ends of the bodies 21, 22, 23 for connection with the water overflow preventing device 20 arranged adjacently in the longitudinal direction. A plurality of form-retaining films 24 arranged in the direction substantially perpendicular to the longitudinal direction of the bodies 21, 22, 23 to restrict the cross sectional shape of the bodies into a triangular shape are provided inside the bodies 21, 22, 23. A plurality of water overflow preventing devices 20, into which water is injected, are connected in a line by the connecting means, and placed. COPYRIGHT: (C)2011,JPO&INPIT
    • 要解决的问题:提供轻便且容易携带的防溢水装置,减少安装人力。 防水装置由防水片构成,并且设置有形成有用于容纳水的空间的主体21,22,23。 在主体21,22,23中形成有用于喷射水的进水口21a和用于排水的排水出口21b。连接装置设置在主体21,22,23的两端,用于与防溢水装置 20沿纵向方向相邻排列。 在主体21,22,23内设置有多个形成保持膜24,其沿与主体21,22,23的纵向基本垂直的方向布置,以将主体的横截面形状限制为三角形。 注入水的多个防溢水装置20通过连接装置一条直线连接并放置。 版权所有(C)2011,JPO&INPIT
    • 4. 发明专利
    • Impervious wall and method for assembling the same
    • 不正确的墙壁和组装它的方法
    • JP2011026869A
    • 2011-02-10
    • JP2009174687
    • 2009-07-27
    • Taiyo Kogyo Corp太陽工業株式会社
    • ISHIDA MASATOSHIIKETANI NORINAO
    • E02D5/14B09B1/00
    • PROBLEM TO BE SOLVED: To provide an inexpensive impervious wall which facilitates assembling operations. SOLUTION: This impervious wall includes a plurality of sheet piles 10 which are each elongated in a vertical direction and continuously provided in such a manner as to be directed in one direction A along the upper surface of ground 4, and an impervious sheet 12 which is arranged along one surface 11a of both surfaces of a sheet pile wall 11 formed of the plurality of sheet piles 10 and the upper end of which is fixed on the upper end side of the sheet pile wall 11. The one surface 11a of the sheet pile wall 11 is formed in such a shape that recesses 26 and protrusions 27 are alternately repeated in one direction A. The impervious wall is provided with a plurality of vertical cable bodies 30 which are each elongated in a vertical direction, which have each lower end connected to the lower end of the sheet pile wall 11, which have each upper end connected to the upper end side of the sheet pile wall 11, and which make each longitudinal midway portion push the impervious sheet 12 into each recess 26. COPYRIGHT: (C)2011,JPO&INPIT
    • 要解决的问题:提供便于组装操作的便宜的不透水壁。 解决方案:该不透水壁包括多个板条10,每个板桩10均沿垂直方向伸长并且沿着沿地面4的上表面沿一个方向A连续设置,并且不透水板 12,其沿着由多个板桩10形成的板桩壁11的两个表面的一个表面11a布置,并且其上端固定在板桩壁11的上端侧。一个表面11a 板桩壁11形成为使凹部26和突起27在一个方向A交替重复的形状。不透水壁设置有多个垂直的线缆体30,每个垂直的线缆体30各自在垂直方向上延伸, 下端连接到片桩壁11的下端,每个上端连接到片桩壁11的上端侧,并且使每个纵向中间部分将不透水片12推入 每个休会26.版权所有(C)2011,JPO&INPIT
    • 5. 发明专利
    • Water shielding structure in ground of reclaimed land
    • 被拆迁土地的防水结构
    • JP2009034652A
    • 2009-02-19
    • JP2007203593
    • 2007-08-03
    • Taiyo Kogyo Corp太陽工業株式会社
    • WAGI TAKATSUISHIDA MASATOSHIIKETANI NORINAO
    • B09B1/00E02B3/18
    • Y02A10/21Y02W30/32
    • PROBLEM TO BE SOLVED: To surely prevent diffusion of contaminated water generated from reclaiming materials charged into a reclaimed region of the upper part of the ground toward the ground inside. SOLUTION: The water shielding structure in the ground of the reclaimed land is provided with a plurality of water shielding blocks 14 of a given shape installed in the direction x along an upper face of the ground 2 with the upper part serving as the reclaimed region 4 and in the direction y orthogonal thereto with given spaces respectively, and water shielding members 16 filled continuously to each other in the respective spaces 15 between the blocks 14 adjacent to each other in the direction x and direction y. COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:确保防止从装载到地上部的回收区域的回收材料产生的污染水扩散到内部的地面。 解决方案:回收区域的地面中的防水结构设置有多个沿着地面2的上表面沿x方向安装的给定形状的水屏蔽块14,其上部用作 回收区域4和与其正交的方向y分别具有给定的空间,并且水屏蔽构件16在方向x和方向y上彼此相邻的块14之间的各个空间15中彼此连续地填充。 版权所有(C)2009,JPO&INPIT
    • 6. 发明专利
    • Impervious structure at revetment of reclaimed area
    • 重建区域的结构不正确
    • JP2008279316A
    • 2008-11-20
    • JP2007123338
    • 2007-05-08
    • Taiyo Kogyo Corp太陽工業株式会社
    • ISHIDA MASATOSHIWAGI TAKATSU
    • B09B1/00E02B3/12
    • Y02W30/32
    • PROBLEM TO BE SOLVED: To further surely prevent leakage of water of a reclaimed area to the outside through a revetment by further enhancing the impervious performance of the revetment surrounding the reclaimed area. SOLUTION: The impervious structure at the revetment of the reclaimed area seals water between an impermeable flexible membrane 9 laid on a slope 8 formed in a part 4a of the revetment 4 surrounding the reclaimed area 3 and downward tilted toward the bottom of the reclaimed area 3, and a revetment structure 14 constituting other parts 4b of the revetment 4 and continuously formed at a part 4a of the revetment 4. An impermeable plate 16 is mounted on an inner wall face 15 of the side facing the reclaimed area 3. An edge part 25 on the revetment structure 14 side at the impermeable flexible membrane 9 is connected to the impermeable plate 16 side by an adhesive 11. COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:进一步确保通过护岸将再生区域的水泄漏到外面,进一步提高围垦区域护岸的不渗透性能。 解决方案:回收区域护岸处的不透水结构密封在形成在围绕回收区域3的护岸4的部分4a中的斜坡8上的不渗透柔性膜9之间的水,并向下倾斜到底部 回收区域3和构成护岸4的其他部分4b的护岸结构14,并连续地形成在护岸4的一部分4a处。不透水板16安装在面向回收区域3的一侧的内壁面15上。 不透水柔性膜9的护岸结构14侧的边缘部25通过粘合剂11与不透水板16侧连接。(C)2009,JPO&INPIT
    • 7. 发明专利
    • Junction structure of impervious sheet in water bottom and junction method of imperious sheet
    • 水底板结构不规则结构及其影响方法
    • JP2008023487A
    • 2008-02-07
    • JP2006201035
    • 2006-07-24
    • Taiyo Kogyo Corp太陽工業株式会社
    • WAGI TAKATSUISHIDA MASATOSHIIKETANI NORINAO
    • B09B1/00E02B3/18
    • Y02W30/32
    • PROBLEM TO BE SOLVED: To provide a junction structure of an impervious sheet in a water bottom and a junction method of the impervious sheet which can easily carry out an impervious operation when carrying out the impervious operation in the water bottom in order to prevent an infiltration of water from underwater to below the water bottom in a waste landfill, etc. SOLUTION: The junction structure relates to mutual facing edge parts 9, 10 of both impervious sheets 7, 8 which are prolonged along the water bottom 5 and arranged in a line adjoiningly each other. While long prolonging along one facing edge part 9 of both facing edge parts 9, 10, one edge part 17a is arranged in its axial direction at one facing edge part 9, whereas the other edge part 17b is projected towards the other facing edge part 10 and has a cover sheet 17 of strip shape, which covers the other facing edge part 10 from its upper part and an impervious material 21 which is packed in a space 20 between the other facing edge part 10 and the cover sheet 17. COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:为了提供水底中的不透水片的接合结构和不透水片的接合方法,当在水底中进行不透水操作时,可以容易地进行不透水操作,以便 防止水从水下渗入废水填埋场的水底以下等。解决方案:连接结构涉及两个不透水片7,8的相互面对的边缘部分9,10,它们沿着水底延伸 并且彼此相邻地布置成线。 虽然沿着两个相对边缘部分9,10的一个相对边缘部分9长期延伸,一个边缘部分17a在其轴向方向上布置在一个相对的边缘部分9处,而另一个边缘部分17b朝向另一个相对的边缘部分10 并且具有带状的覆盖片17,其从其上部覆盖另一个相对边缘部分10,并且包含在另一个相对边缘部分10和覆盖片17之间的空间20中的不透水材料21。 版权所有(C)2008,JPO&INPIT
    • 8. 发明专利
    • Method for jointing sheets with one another
    • 使用其他方法连接片的方法
    • JP2007160855A
    • 2007-06-28
    • JP2005363376
    • 2005-12-16
    • C I Kasei Co LtdKinjo Rubber Co LtdOsaka PrefectureTaiyo Kogyo CorpYokohama Rubber Co Ltd:Theシーアイ化成株式会社大阪府太陽工業株式会社横浜ゴム株式会社錦城護謨株式会社
    • ISHIDA MASATOSHIWATANABE SUMIOIGUCHI MINORUWATABE NAOTOSHIODA KENJIAKAI TOMOYUKI
    • B29C65/20B09B1/00E02B7/02E04D5/14
    • Y02W30/32
    • PROBLEM TO BE SOLVED: To carry out a treatment operation easily at the same time and to carry out more preferable and desirable treatment in the case of carrying out a treatment to the ground by putting a plurality of sheets side by side on the upper face of the ground and by jointing the sheets with one another. SOLUTION: A plurality of sheets 2, 2 are put side by side on the upper face of the ground 1 side. The each of the sheets 2 provides respectively an upper and a lower sheet 3, 4 and a resin layer 5 formed between the upper and the lower sheets 3, 4. On heat adhering the opposed edge part 4a and 4a of each lower sheets 4, 4, a thermoplastic resin tape 10 is joined so as to extend along the both opposed edge parts 4a and 4a and so as to across the upper face of both opposed edge parts 4a and 4a. The both opposed edge parts 4a, 4a and a resin tape 10 are made heated and melted by using a hot welding apparatus 9, at the same time by pressing 4a, 4a and 10 to the side of the ground 1 and to be welded each opposed edge parts 4a, 4a and the resin tape 10. COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:为了同时进行处理操作,在通过将多张片材并排放置在地面上进行对地面处理的情况下进行更优选和理想的处理 地面的上表面和通过将纸张彼此接合。 解决方案:多个片材2,2并排放置在地面1侧的上表面上。 每个片材2分别提供形成在上部和下部片3,4之间的上部和下部片3,4以及形成的树脂层5.在热粘附每个下部片4的相对的边缘部分4a和4a时, 如图4所示,热塑性树脂带10被连接成沿着两个相对的边缘部分4a和4a延伸并且跨过两个相对的边缘部分4a和4a的上表面。 通过使用热焊接装置9将两个相对的边缘部分4a,4a和树脂带10加热和熔化,同时通过将4a,4a和10压在地面1的侧面并被焊接成每个相对的 边缘部分4a,4a和树脂带10.版权所有(C)2007,JPO&INPIT
    • 9. 发明专利
    • Ground drainage structure and construction method
    • 地下排水结构与施工方法
    • JP2011236679A
    • 2011-11-24
    • JP2010110305
    • 2010-05-12
    • Taiyo Kogyo Corp太陽工業株式会社
    • HARA KENJIISHIDA MASATOSHIASADA KOJIMASUO TAKAYUKI
    • E02D17/20E02D3/10
    • PROBLEM TO BE SOLVED: To provide a ground drainage structure that allows water to be drained from the inside of ground such as banking to the outside.SOLUTION: Drainage materials 16 and 16' in plate shape are buried in a ground 1 and arranged in vertical position at the top and bottom. A connector 17 connects counter edges 16a and 16a of the top and bottom drainage material facing each other at the top and bottom. The connector 17 has counter plates 27 and 27 that sandwiches the counter edges 16a and 16a facing each other in thickness direction A of the drainage material 16 and that extends in longitudinal direction B of the counter edges 16a and 16a as well as a placement plate 28 that is located between the counter edges 16a and 16a, extends in longitudinal direction B, has edge parts supported in thickness direction by the midway part of the counter plates 27 and 27 at the top and bottom and has the drainage material 16 placed on top. A water conduction hole 31 is formed to penetrate to the midway part of the placement plate 28 at the top and bottom in thickness direction A.
    • 要解决的问题:提供一种地下排水结构,使得水从地面内部排出,例如银行式到外部。

      解决方案:板形排水材料16和16'埋在地面1中,并在顶部和底部垂直布置。 连接器17将顶部和底部排水材料的相对边缘16a和16a连接在顶部和底部。 连接器17具有对置板27和27,其夹着排水材料16的厚度方向A上的相对边缘16a和16a,并且相对边缘16a和16a的纵向方向B以及布置板28 位于相对边缘16a和16a之间的纵向方向B延伸,边缘部分在顶部和底部由对置板27和27的中间部分沿厚度方向支撑,并且排水材料16放置在顶部。 导水孔31形成为在厚度方向A的顶部和底部穿透放置板28的中间部分。(C)2012,JPO&INPIT

    • 10. 发明专利
    • Creation method for composite lightweight soil for in-situ construction
    • 用于现场施工的复合轻质土壤的创造方法
    • JP2011174227A
    • 2011-09-08
    • JP2010037002
    • 2010-02-23
    • Kato Construction Co LtdMiki Jiban Kankyo Kogaku Kenkyusho:KkTaiyo Kogyo Corp太陽工業株式会社株式会社三木地盤環境工学研究所株式会社加藤建設
    • MIKI HIROSHIISHIDA MASATOSHIYAMAMOTO MASATOMASUO TAKAYUKIMAKINO MASAKISATO TOSHIYUKIITO HIROKUNI
    • E02D17/18E02D3/12
    • PROBLEM TO BE SOLVED: To provide a creation method for composite lightweight soil which maintains resistance to rotting in the soil so as to be suitable for a lightweight fill method etc., by turning a natural plant piece into a hard-to-rot material or a material incapable of rotting.
      SOLUTION: Three materials, that is, in-situ soil, a cement-based solidification material as an alkaline additive, and wood chips are agitated and mixed together under the following conditions (A) and (B) while the in-situ soil is excavated by a trencher-type agitating and mixing machine. In the condition (A), a mixing ratio between the soil and the plant pieces is expressed by an expression: ρw=0.02 to 0.3×ρt where ρt represents the weight of the soil and ρw represents the weight of the plant piece. In the condition (B), the mixing ratio of the additive per 1 m
      3 of the volume of the soil is 50 kg or larger. Consequently, the alkaline composite lightweight soil in which a hydrogen ion exponent after the mixing of the three materials is pH 8 or larger, preferably, pH 10 or higher is created.
      COPYRIGHT: (C)2011,JPO&INPIT
    • 要解决的问题:为了提供一种复合轻质土壤的制造方法,其通过将天然植物片材变成难以固化的方式来保持抵抗土壤中的腐烂,从而适合于轻质填充方法等, 腐烂材料或不能腐烂的材料。 解决方案:在以下条件(A)和(B)下,将三种材料,即原位土壤,作为碱性添加剂的水泥基固化材料和木屑搅拌并混合在一起, 原位土由挖沟式搅拌机进行挖掘。 在条件(A)中,土壤和植物块之间的混合比由以下表达式表示:ρw= 0.02〜0.3×ρt其中ρt表示土壤的重量,ρw表示植物的重量。 在条件(B)中,土壤体积的每1m 3 的添加剂的混合比例为50kg以上。 因此,产生三种材料混合后的氢离子指数为pH8以上,优选为pH10以上的碱性复合轻质土壤。 版权所有(C)2011,JPO&INPIT