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    • 1. 发明专利
    • 側溝再生用構造体
    • 侧面再生结构
    • JP2015028294A
    • 2015-02-12
    • JP2014204119
    • 2014-10-02
    • 株式会社ニッコンNikkon:Kk佐々木 孝Takashi Sasaki孝 佐々木広利 増田Hirotoshi Masuda広利 増田和光産業株式会社Wakoh Co Ltd
    • SASAKI TAKASHIMASUDA HIROTOSHIADACHI KAZUMI
    • E03F7/00E03F5/04
    • 【課題】既設側溝の上部切断領域に側溝再生用構造体を設置することで新設同様に再生する際、高さ・姿勢調整と同時に差し筋及び安全装置としての機能を発揮させることで、工期の短縮化や工事費の低コスト化を図る環境に優しい技術を提供する。【解決手段】既設側溝の切断面4上に設置する枠本体6に構成された高さ・姿勢調整機構8は、切断面4に向けて貫通し、第1ネジ部S1が構成された調整孔8hと、第1ネジ部に螺合する第2ネジ部S2が構成された調整ボルト8tとを備え、枠本体6を切断面4上に設置した状態で、枠本体6の表面6a側から調整ボルト8tを操作し、その先端8bを枠本体6の裏面6bから突没させて構成する。【選択図】図1
    • 要解决的问题:提供一种环保技术,缩短施工期,降低施工成本,通过展现作为插入加强件和安全装置的功能,同时在再生时调整高度和姿态时,类似于 新建筑物,通过在现有侧沟的上切割区域中安装侧沟再生结构。解决方案:安装在现有侧沟的切割表面4上的框体6中构成的高度调节机构8包括: 调整孔8h穿过切割面4并构成第一螺纹部S1和构成与第一螺纹部螺纹接合的第二螺纹部S2的调节螺栓8t。 在将框架体6安装在切割面4上的状态下,调整螺栓8t从框体6的表面6a侧进行操作,其前端8b由从该框体6的背面6b伸出 框体6。
    • 3. 发明专利
    • Boundary block
    • 边界块
    • JP2014173291A
    • 2014-09-22
    • JP2013045482
    • 2013-03-07
    • Nikkon:Kk株式会社ニッコンTakashi Sasaki孝 佐々木Hirotoshi Masuda広利 増田
    • SASAKI TAKASHIMASUDA HIROTOSHIADACHI KAZUMI
    • E01C5/06
    • PROBLEM TO BE SOLVED: To provide a boundary block capable of reducing the cost of cleaning before laying work as well as the cost of entire laying work, and capable of keeping not only its external appearance but also the traffic of persons and cars in an excellent state for a long time after it is laid.SOLUTION: Engaging parts 8a, 8b (concavity P1, protrusion P2) maintaining a positional relation with a road at a constant level by the entering of a part of a pavement structure of the road and engaging with the engaging parts are provided in an extrusion piece 6 formed by protruding a part of a block body 4 toward the road. In a boundary block 2 before it is laid, foreign matters (for example, water, dust, etc.) attached to surfaces (for example, a surface 4s of the block body 4, a surface 6s of each extrusion piece 6) can be collected along the concavity P1 to be removed. In the boundary block 2 after it is laid, because a part of the pavement structure of the road gets over the protrusion P2 and enters and engages with the concavity P1, the road and the boundary block 2 can be maintained adjacent to each other without clearance therebetween.
    • 要解决的问题:提供一种能够在铺设作业之前降低清洁成本以及整个铺设工作的成本的边界块,并且不仅可以保持人身和车辆的外观,而且能够保持优异的 状态长时间放置。解决方案:通过进入道路路面结构的一部分并且接合,使部分8a,8b(凹部P1,突起P2)与道路保持一定位置的位置关系 其中接合部分设置在通过将块体4的一部分朝向道路突出而形成的挤压件6中。 在放置之前的边界块2中,附着在表面(例如,块体4的表面4s,每个挤出片6的表面6s)上的异物(例如水,灰尘等)可以是 沿着凹部P1收集以去除。 在边界块2放置之后,由于道路的路面结构的一部分越过突起P2并进入并与凹部P1接合,所以道路和边界块2可以保持彼此相邻而没有间隙 其间。
    • 4. 发明专利
    • Staircase structure construction method, and staircase structure constructed according to the construction method
    • 结构构造方法和结构方法构造的结构结构
    • JP2010007384A
    • 2010-01-14
    • JP2008169225
    • 2008-06-27
    • Hirotoshi MasudaTakashi SasakiTakao Tokuoka孝 佐々木広利 増田隆夫 徳岡
    • MASUDA HIROTOSHITOKUOKA TAKAOSASAKI TAKASHI
    • E02B3/14E04F11/02
    • PROBLEM TO BE SOLVED: To provide a staircase structure construction method according to which a staircase structure is safely and easily constructed irrespective of the skill of the operator, and a shortened construction period and cost reduction are achieved, and also to provide the staircase structure constructed according to the construction method. SOLUTION: The staircase structure construction method is includes: a substrate creating step of creating a substrate with a predetermined gradient; a block structure temporarily placing step of temporarily placing a block structure via height adjusting members on the substrate, and defining a predetermined space between a bottom surface of the block structure and the substrate; a block structure installation step of adjusting the height of the block structure temporarily placed on the substrate, and installing the same in a manner horizontally setting a flat surface portion of the block structure; and a concrete placing step of pouring ready mixed concrete into the space defined between the substrate and the block structure. The block structure temporarily placing step, the block structure installing step, and the concrete placing step are repeatedly carried out beginning from a lower region of the substrate with the predetermined gradient toward an upper region of the same, and thus the block structures in a predetermined number are installed stepwise on the substrate. COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:提供一种楼梯结构施工方法,其中楼梯结构安全且容易地构造,而不管操作者的技术如何,并且实现了缩短的施工周期和成本降低,并且还提供 楼梯结构按施工方法构造。 解决方案:楼梯结构施工方法包括:以预定梯度产生衬底的衬底创建步骤; 块结构暂时放置通过高度调节构件临时放置块结构的步骤,并且在块结构的底表面和衬底之间限定预定的空间; 块结构安装步骤,调整暂时放置在基板上的块结构的高度,并以水平设置块结构的平坦表面部分的方式安装; 以及将准备好的混凝土浇注到在基板和块结构之间限定的空间中的混凝土浇筑步骤。 块体结构临时放置步骤,块结构安装步骤和混凝土浇筑步骤从基板的下部区域开始以预定的梯度朝向其上部区域重复进行,因此块结构处于预定的 数量逐步安装在基板上。 版权所有(C)2010,JPO&INPIT
    • 5. 发明专利
    • Apparatus for manufacturing side ditch reproducing structure
    • 制造侧面复制结构的装置
    • JP2014169540A
    • 2014-09-18
    • JP2013040619
    • 2013-03-01
    • Nikkon:Kk株式会社ニッコンTakashi Sasaki孝 佐々木Hirotoshi Masuda広利 増田
    • SASAKI TAKASHIMASUDA HIROTOSHIADACHI KAZUMI
    • E03F5/04
    • PROBLEM TO BE SOLVED: To provide a technique capable of manufacturing a side ditch reproducing structure according to a wide variety of forms of U-shaped side ditches only by one manufacturing apparatus at low cost.SOLUTION: An apparatus for manufacturing a side ditch reproducing structure for reproducing an existing side ditch similarly to a newly provided one comprises: a core unit 16 having an outer surface shape matched with a contour shape of the inner surface of the side ditch reproducing structure; and a form unit 18 provided so as to surround the core unit and enabling a molding material to be put between the form unit and the core unit. The form unit comprises: a pair of width regulating forms 20, 22 provided on both sides of the core unit in parallel to each other and facing each other, with the core unit interposed therebetween, and capable of regulating the width of the side ditch reproducing structure as a finished product by being relatively approached to or separated from the core unit; and positioning mechanisms 24, 26 for positioning the pair of width regulating forms at prescribed positions with respect to the core unit.
    • 要解决的问题:提供一种能够以低成本仅由一个制造装置根据各种形式的U形侧沟槽制造侧沟重放结构的技术。解决方案:一种用于制造侧沟重放结构的装置 用于再现与新设置的侧沟相似的现有侧沟包括:具有与侧沟重放结构的内表面的轮廓形状匹配的外表面形状的芯单元16; 以及形成单元18,其设置成围绕芯单元,并且能够将成型材料放置在成形单元和芯单元之间。 该形式单元包括:一对宽度调节构件20,22,其设置在芯单元的两侧并且彼此相对,并且芯单元插入其间,并且能够调节侧沟重放的宽度 通过相对接近或与核心单元分离的结构作为成品; 以及用于将一对宽度调节形式相对于芯单元定位在规定位置的定位机构24,26。
    • 6. 发明专利
    • Gutter regeneration structure and gutter regeneration method
    • GUTTER再生结构和GUTTER再生方法
    • JP2014058833A
    • 2014-04-03
    • JP2012205201
    • 2012-09-19
    • Nikkon:Kk株式会社ニッコンTakashi Sasaki孝 佐々木Hirotoshi Masuda広利 増田Wakoh Co Ltd和光産業株式会社
    • SASAKI TAKASHIMASUDA HIROTOSHIADACHI KAZUMI
    • E03F5/04
    • PROBLEM TO BE SOLVED: To provide an environmentally friendly technology to shorten a construction period and reduce a construction cost by exhibiting its function as joint bars and a safety apparatus simultaneously with adjustment of height and posture when regenerating a gutter similarly as a newly constructed one by installing a gutter regeneration structure on an upper cut region of an existing gutter.SOLUTION: A height and posture adjustment mechanism 8 configured in a frame body 6 installed on a cut surface 4 of an existing gutter includes: adjustment holes 8h which penetrate toward the cut surface and in each of which a first screw part S1 is configured; and adjusting bolts 8t on each of which a second screw part S2 screwed with the first screw part is configured. A height and a posture of the frame body with respect to the cut surface is adjusted by operating the adjusting bolts from the side of a surface 6a of the frame body and protruding and retreating tips 8b of the adjusting bolts from the side of a rear face 6b of the frame body in a state that the frame body is placed on the cut surface, and at the same time the projecting parts of the adjusting bolts exhibit a function as joint bars and a function as a safety apparatus for preventing pinching in the state the tips of the adjusting bolts project from the rear face of the frame body.
    • 要解决的问题:提供一种环保技术,缩短施工周期,并通过在新建一个沟槽时再现一个沟槽同时具有作为关节杆和安全装置的功能的同时调节高度和姿势的功能来降低施工成本 在现有沟槽的上切割区域安装沟槽再生结​​构。解决方案:构造在安装在现有沟槽的切割面4上的框架体6中的高度和姿势调节机构8包括:朝向切口穿过的调节孔8h 表面,并且其中每个都配置有第一螺钉部分S1; 并且配置有与第一螺纹部螺合的第二螺纹部S2的调整螺栓8t。 通过从框体的表面6a的一侧操作调节螺栓和调节螺栓的从后面侧的突出和缩回尖端8b来调节框体相对于切割面的高度和姿势 6b处于框体位于切割面上的状态,同时调节螺栓的突出部分具有作为接合杆的功能,并且具有防止在该状态下的夹持的安全装置的功能 调整螺栓的尖端从框体的后表面突出。
    • 7. 发明专利
    • Structure construction method
    • 结构施工方法
    • JP2013249611A
    • 2013-12-12
    • JP2012124133
    • 2012-05-31
    • Nikkon:Kk株式会社ニッコンTakashi Sasaki孝 佐々木Hirotoshi Masuda広利 増田
    • SASAKI TAKASHIMASUDA HIROTOSHI
    • E03F3/04
    • PROBLEM TO BE SOLVED: To provide a structure construction method which is excellent in energy saving/recyclability, has high reliability and certainty for construction material injection work, and is capable of shortening a construction period and cost reduction.SOLUTION: The structure construction method includes steps of: setting a transfer device at a prescribed interval on a foundation base constructed by spreading foundation crushed stones (S4); loading and unloading a structure on it (S5); transferring the structure to a prescribed installation position along the set transfer device (S6); positioning and installing the structure by adjusting the height of the structure to the foundation base at the installation position (S7); attaching foundation stop forms respectively to both sides of the installed structure (S8); feeding high fluid concrete from between one foundation stop form and the structure (S9); and executing cure to the fed high fluid concrete (S11).
    • 要解决的问题:提供一种节能/可回收性优异的结构施工方法,对施工材料注入工作具有高可靠性和可靠性,并且能够缩短施工周期和降低成本。解决方案:结构施工方法包括 步骤:在通过铺设基础粉碎石头构建的基础基础上以规定的间隔设置转移装置(S4); 装载结构(S5); 沿着设定的传送装置将结构传送到规定的安装位置(S6); 通过在安装位置将结构的高度调整到基座上来定位和安装结构(S7); 将基座止动件分别安装在安装结构的两侧(S8); 从一个基础止挡形式和结构之间供给高流体混凝土(S9); 并对供给的高流体混凝土进行固化(S11)。
    • 8. 发明专利
    • Construction method of stepped structure and stepped structure constructed by the construction method
    • 施工方法构造的步进结构和阶梯结构施工方法
    • JP2012072651A
    • 2012-04-12
    • JP2011233622
    • 2011-10-25
    • Hirotoshi MasudaTakashi SasakiTakao Tokuoka孝 佐々木広利 増田隆夫 徳岡
    • MASUDA HIROTOSHITOKUOKA TAKAOSASAKI TAKASHI
    • E02B3/14E04F11/02
    • PROBLEM TO BE SOLVED: To provide a construction method of a stepped structure capable of allowing safe and easy construction regardless of the skill of an operator, shortening a construction period and lowering a cost, and the stepped structure constructed by the construction method.SOLUTION: The construction method of the stepped structure includes: a base creation process of creating a base of a prescribed gradient; a block structure temporarily placing process of temporarily placing a block structure through a height adjusting member on the base and forming a prescribed space between the bottom surface part of the block structure and the base; a block structure installation process of adjusting the height of the block structure temporarily placed on the base, making the plane part of the block structure horizontal and installing it; and a concrete placing process of making ready-mixed concrete flow into the space between the base and the block structure. The block structure temporarily placing process, the block structure installation process and the concrete placing process are successively and repeatedly executed from the lower area to the upper area of the base with the gradient, and the prescribed number of block structures are installed in a step shape.
    • 要解决的问题:提供一种阶梯式结构的施工方法,无论操作人员的技术如何,可以安全和容易地构造,缩短施工周期并降低成本,以及由施工方法构成的阶梯式结构 。 解决方案:阶梯式结构的构造方法包括:创建规定梯度的基础的基础创建过程; 块结构暂时将块结构通过高度调节构件暂时放置在基座上并在块结构的底表面部分与基座之间形成规定的空间; 块体结构的安装过程,调整临时放置在基座上的块体结构的高度,使其平面部分水平并安装; 以及将预拌混凝土流入基座和块结构之间的空间的混凝土浇筑过程。 块体结构临时放置过程,块结构安装过程和混凝土浇筑过程以梯度从底部的下部区域到上部区域连续重复执行,并且规定数量的块体结构以阶梯形状安装 。 版权所有(C)2012,JPO&INPIT
    • 9. 发明专利
    • Method for constructing concrete building frame by using permanent form, concrete building frame using the method, and foundation block for constructing concrete building frame using the permanent form
    • 使用永久形式构造混凝土建筑框架的方法,使用该方法的混凝土建筑框架和使用永久形式构造混凝土建筑框架的基础块
    • JP2010101036A
    • 2010-05-06
    • JP2008271794
    • 2008-10-22
    • Hirotoshi MasudaTakashi Sasaki孝 佐々木広利 増田
    • MASUDA HIROTOSHISASAKI TAKASHI
    • E02D29/02E02B3/10E02B7/00E02B7/02E04B2/86
    • PROBLEM TO BE SOLVED: To provide a construction technology which enables the shortening of a construction period and an increase in the degree of freedom of construction by making the operation of the erection and building-up of a permanent form efficient when the concrete building frame is constructed by using the permanent form. SOLUTION: In the concrete building frame, a predetermined number of permanent forms 2 are arranged, erected on a form installation base 4, and heaped up by a predetermined number of tiers, and the permanent forms are left as they are after the construction of the permanent form so as to constitute a wall surface. In the construction of the concrete building frame, a foundation block 10 for positioning the lowermost permanent form is arranged in the length direction of the wall surface on the form installation base. The foundation block comprises a concave or convex block fitting portion 10a which can be fitted to convex or concave form fitting portions 26T and 26B provided in the lowermost permanent form. The form fitting portion is fitted to the block fitting portion, so that the permanent form can be easily and accurately positioned on the form installation base. COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:提供一种施工技术,其能够缩短施工期和缩短施工自由度,使得当混凝土的永久性形式的架设和建立的操作变得有效时 建筑框架是通过使用永久形式构建的。 解决方案:在混凝土建筑物框架中,将预定数量的永久形式2布置在架子安装基座4上,并堆积预定数量的层,并且永久形式保留在 永久形式的构造以构成墙面。 在混凝土建筑框架的构造中,用于定位最下面的永久形式的基础块10沿着壁表面的长度方向布置在形式安装基座上。 该基础块包括一个凹形或凸形的嵌合部分10a,它可以装配到设置在最下面的永久形式的凸形或凹形的装配部分26T和26B。 形状装配部分装配到块装配部分,使得永久形式可以容易且准确地定位在形式安装基座上。 版权所有(C)2010,JPO&INPIT
    • 10. 发明专利
    • Side ditch repairing method
    • 侧面修补方法
    • JP2013060704A
    • 2013-04-04
    • JP2011197956
    • 2011-09-12
    • Nikkon:Kk株式会社ニッコンTakashi Sasaki孝 佐々木Hirotoshi Masuda広利 増田
    • SASAKI TAKASHIMASUDA HIROTOSHI
    • E03F5/04
    • PROBLEM TO BE SOLVED: To provide a side ditch repairing method for enabling easy and inexpensive repair of a damaged side ditch without impairing the scenery in a finished state.SOLUTION: Side ditch upper parts are cut off and removed from an existing side ditch 1. Side ditch upper part replacing members 10 are arranged on cut surfaces 3 of the existing side ditch 1. Height adjusting members 30 previously provided on lower faces 11 of the side ditch upper part replacing members 10 opposed to the cut surfaces 3 are adjusted to adjust vertical heights H1 of the side ditch upper part replacing members 10. Connection material filling spaces 90 are formed between the lower face 11 of each of the side ditch upper part replacing members 10 and each of the side ditch cut surfaces 3 of the existing side ditch 1. Inside and outside opening regions of the connection material filling spaces 90 are blocked by mold forms. Connection materials are injected into the connection material filling spaces 90 via connection material filling holes 21, ranging from cover part installation surfaces 15 to the lower faces 11 of the side ditch upper part replacing members 10, respectively. Cover parts are laid and installed between the cover part installation surfaces 15 of the side ditch upper part replacing members 10 to conceal the filling holes 21.
    • 要解决的问题:提供一种侧沟修复方法,用于使损坏的侧沟容易且便宜地修复而不损害处于完成状态的风景。 解决方案:从现有的侧沟1切断并移除侧沟沟上部。侧沟沟上部更换构件10布置在现有侧沟1的切割表面3上。预先设置在下表面上的高度调节构件30 调整与切割面3相对的侧沟上部更换部件10的11侧,以调整侧沟上部更换部件10的垂直高度H1。连接材料填充空间90形成在各侧的下表面11之间 沟槽上部更换部件10和现有侧沟1的侧沟切割面3中的每一个。连接材料填充空间90的内部和外部开口区域被模具形式封闭。 连接材料分别经由连接材料填充孔21注入连接材料填充空间90,连接材料填充孔21分别从侧部沟槽上部更换部件10的盖部安装表面15到下表面11。 盖部件被放置并安装在侧沟上部更换部件10的盖部件安装表面15之间以隐藏填充孔21.版权所有:(C)2013,JPO&INPIT