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公开(公告)号:JP4717530B2
公开(公告)日:2011-07-06
申请号:JP2005189552
申请日:2005-06-29
发明人: シドニー、エム.ワイザー
CPC分类号: D03D13/004 , D03D15/04 , D10B2505/204 , E02D17/20 , E02D2300/0087 , Y10T428/24636 , Y10T428/24661 , Y10T428/2973 , Y10T442/3089 , Y10T442/3179 , Y10T442/3195 , Y10T442/3992
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公开(公告)号:JPWO2008108342A1
公开(公告)日:2010-06-17
申请号:JP2008521465
申请日:2008-03-03
申请人: 東栄商興株式会社
IPC分类号: E02D29/02
CPC分类号: E02D29/02 , E02D17/18 , E02D17/20 , E02D29/025
摘要: 基礎地盤上に載設する擁壁等の構造物の基礎部構造であって、基礎地盤に凹部を形成し、同凹部内に滑動抵抗体を配置して、同滑動抵抗体の少なくとも前面側に粒径材を充填して粒径材層を形成すると共に、同粒径材層を形成する同粒径材の内部摩擦角は、同粒径材層を支える元来の地盤材に比して同等以上の大きさを有して、同粒径材層が上記滑動抵抗体を介して反力(受働)を発揮して、粒径材層の上に載置する構造物の滑動抵抗力を強化するようにして、滑動防止機能に優れた擁壁を提供する。
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公开(公告)号:JP4320103B2
公开(公告)日:2009-08-26
申请号:JP2000086088
申请日:2000-03-27
发明人: ウェーレマン ヴェルナー , ヘールテン ゲオルグ , プリーヴィッヒ ステファン , ミューラー フォルクハルト
IPC分类号: B29C65/06 , E02D17/18 , B09B1/00 , B29C20060101 , B29C55/06 , B29C65/02 , B29C65/08 , B29C65/38 , B29C65/56 , B29C65/72 , B29C70/00 , B29D20060101 , B29D28/00 , B29L31/10 , B32B3/14 , B32B7/04 , E01C3/06 , E01F7/00 , E02B20060101 , E02B3/12 , E02B11/00 , E02D3/00 , E02D7/20 , E02D17/20 , E02D29/02 , E02D31/08 , E04H17/16
CPC分类号: B29C66/69 , B29C65/0681 , B29C65/08 , B29C66/1122 , B29C66/43 , B29C66/526 , B29C66/71 , B29C66/729 , B29C66/73711 , B29C66/73921 , B29C66/843 , B29C66/8432 , B29C66/9512 , B29C66/9513 , B29C66/9516 , B29C66/9517 , B29L2028/00 , E02D17/20 , E02D17/202 , Y10T428/24273 , B29C65/00 , B29K2067/003 , B29K2077/10 , B29K2077/00 , B29K2067/00 , B29K2029/04 , B29K2023/12 , B29K2023/065 , B29K2023/00
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公开(公告)号:JPS61130524A
公开(公告)日:1986-06-18
申请号:JP23181384
申请日:1984-11-02
申请人: Nisshoku Corp
发明人: OBATA HIDEHIRO
IPC分类号: E02D17/20
CPC分类号: E02D17/202 , E02D17/20
摘要: PURPOSE:To assemble a formwork along the undulatory surface of a slope by using a formwork material in which a bonding section is provided on one end of a panel, three rows of ruled lines are provided in parallel with the bonding section, many holes are provided in the panel, and grooves are formed in the direction of crossing the ruled lines on the back side. CONSTITUTION:A bonding section 4 with an adhesive 5 to be coated is provided on at least one end of a water-resistant panel 1, e.g., plastic panel, corrugated cardboard, etc. Three rows of ruled lines 2 are formed in parallel with the direction of the bonding section 4, many holes 3 are formed in the panel 1, and grooves 6 are formed in the direction of crossing the lines 2 at a given interval on the back side. The bonding sections 4 and 4' of the panels 1 are joined with each other on site to form a formwork with holes 3 of a rectangular cross section. Cement mortar is injected into the upper part of the formwork to construct a slope frame. Since the formwork can be assembled on site, the storing place of the materials is not needed, and therefore, the cost of transportation can be reduced. The formwork can be set along the undulatory surface of slope because of the presence of the grooves 6.
摘要翻译: 目的:通过使用在板的一端上设置接合部分的模板材料沿着坡体的波状表面组装模板,提供与接合部分平行的三排格线,提供许多孔 在面板上形成有与背面的划线方向交叉的槽。 构成:在防水面板1的至少一端,例如塑料面板,瓦楞纸板等上,设置具有待涂布的粘合剂5的接合部4。三行格线2与 接合部分4的方向,在面板1中形成许多孔3,并且在背面以给定的间隔沿着与线2交叉的方向形成槽6。 面板1的接合部分4和4'在现场彼此接合以形成具有矩形横截面的孔3的模板。 将水泥砂浆注入模板的上部以构成斜坡框架。 由于模板可以在现场组装,所以不需要材料的存放处,因此可以降低运输成本。 由于凹槽6的存在,可以沿着斜面的波浪表面设置模板。
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公开(公告)号:JPS61106827A
公开(公告)日:1986-05-24
申请号:JP22752284
申请日:1984-10-29
申请人: Okabe Co Ltd
IPC分类号: E02D17/20
CPC分类号: E02D17/20
摘要: PURPOSE:To prevent collapse of a face of slope and to perform vegetation, by a method wherein a number of holes for vegetation are bored in a mortar- covered layer at intervals with a jet of water, and a groove for vegetation is further formed in an underlaying ground with a jet of water. CONSTITUTION:A work to form holes 3 and grooves 4 for vegetation with a jet of water is effected through control of an injection nozzle connected to a power-operated pump through a hose. A number of holes 3 for vegetation are bored at intervals in a mortar-covered layer 2, formed by spraying mortar on a face 1 of slope, with a jet of water. Subsequent to the formation of the holes 3, the grooves 4 for vegetation are provided, the interior of the holes 3 and the grooves 4 is filled with a vegetation material 5 to vegetate plants 6. This enables holes to be bored in given spots in the mortar-covered layer without damaging other part, and also permits given grooves for vegetation to be efficiently formed in an underlaying ground.
摘要翻译: 目的:为了防止坡面塌陷并进行植被,通过一种方法,其中一些用于植被的孔以一喷射水间隔在砂浆覆盖的层中钻孔,并且进一步形成用于植被的沟槽 一个水面喷射的地面。 构成:通过控制通过软管连接到动力操作的泵的注射喷嘴来形成用于喷射水的植物的孔3和凹槽4的工作。 一些用于植被的孔3在砂浆覆盖层2中间隔地通过用水射流在斜坡的表面1上喷洒砂浆而形成。 在形成孔3之后,设置用于植被的槽4,孔3和槽4的内部填充有植被材料5以植被植物6.这使得孔能够在 砂浆覆盖层,而不损害其他部分,并且还允许给予用于植被的槽在底层地面中有效地形成。
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公开(公告)号:JPS6168927A
公开(公告)日:1986-04-09
申请号:JP18862384
申请日:1984-09-07
申请人: Nisshoku Corp
发明人: OBATA HIDEHIRO
IPC分类号: E02D17/20
CPC分类号: E02D17/20
摘要: PURPOSE:To prevent separation of a slope form material, by a method wherein a holed pipe pile having through-holes is inserted through a hole in a joint for driving, and after the slope from materials are assembled as the opening of the joint is secured by means of a metal fitting, concrete is placed in the slope forms. CONSTITUTION:A slope form material 1 is inserted in joints 2, and a holed pipe pile 6, having through-holes 7, is inserted through a hole formed in the bottom of the joint 2, and is driven for securing in a manner that the head part of the pile remains at the interior of the joint 2. The slope form materials 1 are assembled on a face 30 of slope as the opening of the joint 2 is closed and secured by a metal fitting 5 by means of a bolt 3 and a nut 2. When concrete is poured from the upper part of the slope form materials 1, the concrete flowns down the interior of the slope materials 1, the interior of the slope form material is filled from the lower part with the concrete, and the concrete is further poured through the head opening part of the holed pipe pile 6 to fill the interior of the pile therewith. The air in the pile 6 is bled through the through-holes 7, and gaps in soil are filled with mortar mill 7 percolated through the through-holes 7.
摘要翻译: 目的:为了防止斜面材料的分离,通过一种方法,其中具有通孔的带孔的管桩穿过用于驱动的接头中的孔,并且在材料的斜面被组装成接头的开口之后被固定 通过金属配件,混凝土以斜坡形式放置。 构成:斜面材料1插入接头2中,具有通孔7的孔管6通过形成在接头2的底部的孔插入,并被驱动以固定 绒头的头部保留在接头2的内部。当接头2的开口闭合并通过螺栓3固定在金属配件5上时,倾斜形成材料1组装在斜面30上, 一个螺母2.当混凝土从斜坡上部浇筑材料1时,混凝土从斜坡材料1的内部流下,斜面材料的内部由混凝土从下部填充, 混凝土通过孔管6的头部开口部进一步倒入,以填充桩的内部。 桩6中的空气通过通孔7排出,土壤中的间隙填充有通过通孔7穿过的砂浆磨机7。
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公开(公告)号:JPS619451B2
公开(公告)日:1986-03-24
申请号:JP15330981
申请日:1981-09-28
申请人: Kunimitsu Yamada , Kazuya Hirota
发明人: YAMADA KUNIMITSU , HIROTA KAZUYA
IPC分类号: E02D17/20
CPC分类号: E02D17/20
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公开(公告)号:JPS59213818A
公开(公告)日:1984-12-03
申请号:JP8694283
申请日:1983-05-18
申请人: Tousen Koken Kk
发明人: OKUMURA YOSHIO
IPC分类号: E02D17/20
CPC分类号: E02D17/202 , E02D17/20
摘要: PURPOSE:To permit the application of slope frames even to overly uneven ground by a method in which four L-shaped plates are assembled into a square frame and pins are provided on both ends of the plates in such a way as to enable the plates to move rotationally. CONSTITUTION:Each of plates 1 of a belt form having parallel two sides is shaped into an L form by bending the central part of them to a right angle. Four plates 1 are assembled into a square frame, and the adjacent plates 1 are rotatably attached through pins 2 to both ends of the plates 1 to make up a frame 3. Since each plate 1 can freely turn at the pins as fulcrums, the frame 3 can be set securely even on uneven-surfaced grounds.
摘要翻译: 目的:为了允许通过将四个L形板组装成方形框架并且在两个板的两端设置销的方法使斜坡框架甚至过度不平坦的地面,使得板可以 旋转地移动 构成:具有平行的两侧的带形式的板1中的每一个通过将它们的中心部分弯曲成直角而成形为L形。 四个板1组装成方形框架,并且相邻板1通过销2可旋转地附接到板1的两端以构成框架3.由于每个板1可以在销作为支点自由转动,所以框架 3即使在不平坦的地面上也可以安全地安装。
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公开(公告)号:JPS59199917A
公开(公告)日:1984-11-13
申请号:JP7525383
申请日:1983-04-27
申请人: K M Kikaku Kk
发明人: KUROSE MASAYUKI
CPC分类号: E02D17/20
摘要: PURPOSE:To prevent the degradation of sloped ground by a method in which plural long vertical slits are drilled in the steel tube on the upper end of each anchor rod, and each arc-shaped soil pressing plate between the slits is tensely connected to the plates of the adjacent anchor rods. CONSTITUTION:In the stabilization work of sloped ground, an anchor rod 5 used is made up of a steel pipe 7, long vertical slits 8, arc-shaped soil pressing plates 9, and connectors 6. The upper end of each anchor rod 5 is made of the steel pipe 7, and the long vertical slits 8 are formed in plural arc-shaped soil pressing plates 9. The plates 9 of the adjacent anchor rods 5 are tensely connected with connectors 6 and opened radially to widen the pressure propagating area. All the underground area where the anchor rods 5 are driven can thus be integrated to provide sufficient resistance to degradation of the sloped ground.
摘要翻译: 目的:通过在每个锚杆的上端的钢管中钻出多个长的垂直狭缝的方法来防止倾斜地面的劣化,并且狭缝之间的每个弧形土压板紧密地连接到板 的相邻锚杆。 构成:在倾斜地面的稳定工作中,使用的锚杆5由钢管7,长垂直狭缝8,弧形土壤压板9和连接器6组成。每个锚杆5的上端 由多个弧形的土壤压板9形成长条状的纵向狭缝8.相邻的锚杆5的板9与连接器6紧密连接,径向开放以加宽压力传播区域。 因此,锚杆5的所有地下区域可被整合,以提供足够的抵抗倾斜地面的退化的能力。
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公开(公告)号:JPS59154226A
公开(公告)日:1984-09-03
申请号:JP2764483
申请日:1983-02-23
申请人: Midori Bussan Kk
发明人: KOBAYASHI KOUICHI
IPC分类号: E02D17/20
CPC分类号: E02D17/20
摘要: PURPOSE:To form slope frames having a high security without the needs for setting iron bars by a method in which a slope frame core formed by winding iron wires around cores, e.g., iron bars, etc., in a coiled form is laid on a slope, and cement mortar is sprayed until the coiled iron bars are buried. CONSTITUTION:A slope frame core 3, formed by winding iron wires 2 around core materials 1, e.g., wire rope, iron bars, etc., in a coiled form, is laid in vertical and horizontal directions on a slope and fixed to the ground 7 by driving anchor bolts 6 into the crossed portions 5 of the cores 1. Afterwards, cement mortar or concrete is sprayed onto the slope frame cores 3 until the coiled iron wires 2 are buried to form a slope frame 8.
摘要翻译: 目的:为了形成具有高安全性的斜坡框架,不需要通过以下方式设置铁杆,即通过将绕铁芯(例如铁棒等)缠绕成线圈形成的倾斜框架芯线放置在 斜坡和水泥砂浆喷洒直到盘绕的铁棒被埋没。 构成:将铁丝2围绕铁芯材料1(例如,钢丝绳,铁棒等)以卷绕形式缠绕而形成的倾斜框架芯3在斜坡上沿垂直和水平方向铺设并固定在地面上 然后将水泥砂浆或混凝土喷射到斜面框架芯3上,直到螺旋状的铁丝2被埋入以形成斜面框架8为止。
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