公开(公告)号：JPS5774427A

公开(公告)日：1982-05-10

申请号：JP14896380

申请日：1980-10-24

Applicant: Kazuya Hirota ,  Sanshin Kensetsu Kogyo Kk

Inventor： HIROTA KAZUYA ,  NAGURA TERUTO ,  KANEMATSU AKIRA

IPC: E02D5/18

Abstract: PURPOSE: To enable to form an uniform soil cement, by a method wherein, in case an underground continuous wall is constructed with cement milk, soil and sand are knead therein, at a construction site in an underground hole, the cement milk is added with a given ratio of a Mg or a Mg.Al hydrated silicate mineral.
CONSTITUTION: When an underground continuous wall made of soil cement, is constructed by a method wherein a hole bored at a construction site by an earth auger, is filled with sand and cement milk being kneaded together, while 0.2W 9.0%, based on the cement weight, of a Mg or a Mg.Al hydrated silicate mineral is added and mixed to the cement milk. This enables said mineral to bring water and cement between grids through the function of a composite grid, and prevents the occurrence of bleeding due to a difference in separation between the mineral and the sand mixture resulting in a uniform quality in said mixture. Thus, soil cement is increased in the strength, which results in the improvement of the strength of an underground continuous wall.
COPYRIGHT: (C)1982,JPO&Japio

Abstract translation: 目的：为了形成均匀的土壤水泥，通过一种方法，其中在地下连续墙用水泥浆构造的情况下，在地下孔的施工现场，将土壤和沙子揉在其中，水泥浆中加入 给定比例的Mg或Mg.Al水合硅酸盐矿物。 构成：当由土壤水泥制成的地下连续墙时，通过一种方法构造一种方法，其中通过地球螺旋钻在施工现场被钻孔的孔充满了混合在一起的砂和水泥乳，而基于 加入水泥重量，Mg或Mg.Al水合硅酸盐矿物并混合到水泥浆中。 这使得所述矿物能够通过复合网格的功能在水平之间引入水和水泥，并且防止由于矿物和砂混合物之间的分离差异导致的渗出的发生，导致所述混合物的质量均匀。 因此，土壤水泥的强度增加，导致地下连续墙强度的提高。

公开(公告)号：JPS619451B2

公开(公告)日：1986-03-24

申请号：JP15330981

申请日：1981-09-28

Applicant: Kunimitsu Yamada ,  Kazuya Hirota

Inventor： YAMADA KUNIMITSU ,  HIROTA KAZUYA

IPC: E02D17/20

CPC classification number: E02D17/20

公开(公告)号：JPS58199935A

公开(公告)日：1983-11-21

申请号：JP8319482

申请日：1982-05-19

Applicant: Kazuya Hirota ,  Kazuyuki Yamashita

Inventor： HIROTA KAZUYA ,  YAMASHITA KAZUYUKI

IPC: E02D17/20

CPC classification number: E02D17/202

Abstract: PURPOSE:To economize the delivery and storage of net members for greens-planting work as well as raise the efficiency of the greens-plating work by a method in which three or more net members connected with a connecting member are laid over a slope by windening the intervals between the members in contact with each other during the delivery and then soil is charged between the net members for planting greens. CONSTITUTION:Net members 1 consisting of longitudinal members 11 and horizontal members 12 are connected with a connecting member 2, and the end of the connecting member 2 is bent into a ring form to form a ring 21. Also, at least three or more (usually 10-20) net members 1 groups are connected with the connecting members 2 to make up a folded frame in such a way as to enable large numbers of the net members 1 groups to be stored in a thin plate form and also to be delivered as such. After the net members 1 groups are delivered to a construction site, they are laid down sideways on a slope G by widening the intervals between them, and soil mixed with seeds and fertilizer is charged in the apertures between the net members 1 and compacted to complete a slope frame. By this, the positioning of the net members 1 on the slope G is made easier and they can thus be stably set without causing any inclination and falling.

Abstract translation: 目的：为节约用于蔬菜种植工作的网构件的运送和储存，并通过一种方法提高绿化效率，其中连接有连接构件的三个或多个网构件通过卷绕在斜坡上 在交付期间彼此接触的成员之间的间隔以及土壤中的间隔被填充在净成员之间用于种植蔬菜。 构成：由纵向构件11和水平构件12组成的网构件1与连接构件2连接，并且连接构件2的端部弯曲成环形以形成环21.而且，至少三个以上（ 通常为10-20个）网构件1组与连接构件2连接以构成折叠框架，使得能够将大量网构件1组存储为薄板形式并且还被输送 因此。 网组织1组运送到施工现场后，通过扩大其间的间距将斜坡G侧向放置，并与种子混合的土壤将肥料装入网构件1之间的孔中并压实以完成 斜坡框架。 由此，网构件1在斜坡G上的定位变得容易，因此可以稳定地设定，而不会产生任何倾斜和下降。

公开(公告)号：JPS5774499A

公开(公告)日：1982-05-10

申请号：JP15031480

申请日：1980-10-27

Applicant: Kazuya Hirota ,  Sanshin Kensetsu Kogyo Kk

Inventor： HIROTA KAZUYA ,  NAGURA TERUTO ,  KANEMATSU AKIRA

IPC: E21D11/00

公开(公告)号：JPS5774430A

公开(公告)日：1982-05-10

申请号：JP14896480

申请日：1980-10-24

Applicant: Kazuya Hirota ,  Sanshin Kensetsu Kogyo Kk

Inventor： HIROTA KAZUYA ,  NAGURA TERUTO ,  KANEMATSU AKIRA

IPC: E02D5/80 ,  C09K17/02 ,  C09K17/10 ,  C09K103/00

Abstract: PURPOSE: To obtain an earth anchor which is uniform, excellent in strength, and has a high reliability, by a method wherein, in case an earth anchor isinstalled through the pouring of a cement milk grout into underground, a hydrated silicate mineral of a specified wt%, such as magnesium, is added to a grout material.
CONSTITUTION: In case an earth anchor is installed through the pouring of a cement milk grout material, a hydrated silicate material, containing 0.1W3.0%, based on the cement weight, of magnesium or magnesium.aluminium, is added to and mixed with the grout material. Sepiolite is used as a Mg hydrated silicate mineral, and attapulgite as a Mg.Al hydrated silicate mineral, both of them being a hydrated silicate mineral belonging to sepiolite-paramonmorillonite series. 0.1W 1.0% sepiolite and 0.3W3.0% attapulgite, based on the cement weight, are added. This permits the reduction of a bleeding without the deterioration of fluidity.
COPYRIGHT: (C)1982,JPO&Japio

Abstract translation: 目的：为了获得均匀，优良的强度，并且具有高可靠性的地锚，通过以下方法获得：如果通过将水泥浆灌浆浇注到地下来安装地锚，则具有规定的水合硅酸盐矿物 wt％，如镁，加入到浆料中。 规定：如果通过浇注水泥浆灌浆材料安装地锚，则将基于水泥重量含有0.1-3.0％的镁或镁的水合硅酸盐材料加入并与其混合 灌浆材料 海泡石用作Mg水合硅酸盐矿物，硅酸钠作为Mg.Al水合硅酸盐矿物，它们都是属于海泡石 - 类蒙脱石系列的水合硅酸盐矿物。 加入0.1- 1.0％海泡石和0.3-3.0％的绿泥石，以水泥重量为基准。 这允许减少流血，而不会导致流动性的恶化。