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JP3113634B2 - Slope protection block - Google Patents

Slope protection block

Info

Publication number
JP3113634B2
JP3113634B2 JP10197693A JP19769398A JP3113634B2 JP 3113634 B2 JP3113634 B2 JP 3113634B2 JP 10197693 A JP10197693 A JP 10197693A JP 19769398 A JP19769398 A JP 19769398A JP 3113634 B2 JP3113634 B2 JP 3113634B2
Authority
JP
Japan
Prior art keywords
arm
central body
slope protection
block
protection block
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP10197693A
Other languages
Japanese (ja)
Other versions
JP2000027192A (en
Inventor
亮平 黒沢
学 室田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kurosawa Construction Co Ltd
Original Assignee
Kurosawa Construction Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kurosawa Construction Co Ltd filed Critical Kurosawa Construction Co Ltd
Priority to JP10197693A priority Critical patent/JP3113634B2/en
Publication of JP2000027192A publication Critical patent/JP2000027192A/en
Application granted granted Critical
Publication of JP3113634B2 publication Critical patent/JP3113634B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は法面保護用ブロック
に関するものである。
The present invention relates to a slope protection block.

【0002】[0002]

【従来の技術】近年、山間部にける道路の新設や、既設
道路の改良・拡幅工事などの計画・施工を行う場合、図
7に示すような、コンクリートブロック22で法面を保
護している。
2. Description of the Related Art In recent years, when planning or constructing a new road in a mountainous area or improving or widening an existing road, the slope is protected by a concrete block 22 as shown in FIG. .

【0003】[0003]

【発明が解決しようとする課題】しかし、上記のような
法面保護用ブロックは、ほとんどがコンクリートブロッ
クであったため、運搬および法面に設置する際の取り扱
いが容易でなかった。
However, most of the above-described slope protection blocks are concrete blocks, so that they are not easy to handle when transported and installed on the slope.

【0004】本発明は上記のような問題に鑑みてなされ
たものであり、その目的は、運搬、取り扱いおよび施工
が簡単にできる法面保護用ブロックを提供することであ
る。
The present invention has been made in view of the above problems, and an object of the present invention is to provide a slope protection block that can be easily transported, handled, and installed.

【0005】[0005]

【課題を解決するための手段】以上の課題を解決するた
めの法面保護用ブロックは、引張材の上端部が定着され
る中心体から複数の腕部が突出した法面保護用ブロック
において、前記中心体と腕部とは鋼板で中空に形成さ
れ、前記腕部が、中心体との接合面に突設された接合突
片の先端における突起が中心体の差込孔に差し込まれて
中心体と取外自在に分割形成され、前記中心体には引張
材の頭部を収容する凹陥部が設けられ、該凹陥部が蓋体
で閉塞され、前記腕部の中空部における長さ方向の中心
部には背骨板が設けられ、腕部の先端部には連結金具が
突設されたことを特徴とする。
SUMMARY OF THE INVENTION A slope protection block for solving the above problems is a slope protection block in which a plurality of arms project from a central body to which an upper end of a tensile member is fixed. The center body and the arm are formed of a steel plate so as to be hollow, and the arm is formed on a joint surface with the center body.
The protrusion at the tip of the piece is inserted into the insertion hole of the central body
The central body is detachably formed separately from the central body, and the central body is provided with a concave portion for accommodating a head of a tensile member, the concave portion is closed by a lid, and a length direction in the hollow portion of the arm portion is provided. Is characterized in that a spine plate is provided at the center portion and a connection fitting is protruded at the tip of the arm portion.

【0006】請求項1の発明によれば、法面保護用ブロ
ックを法面に設置する場合、中心体と腕部とを分割した
状態で現場に運び、これらを現場において組み立てて法
面保護用ブロックを形成する。この場合、中心体と腕部
とが中空であるため、これらの運搬および取り扱いが簡
単であるとともに、法面保護用ブロックが法面へ簡単に
設置できる。また、凹陥部が蓋体で閉塞されたので、凹
陥部に収容された引張材の頭部が落石などから保護され
る。さらに、中心体と腕部とは鋼板で形成されたことに
より経済的となる。
According to the first aspect of the present invention, when the slope protection block is installed on the slope, the center body and the arm are transported to the site in a state where the center body and the arm are divided, and they are assembled on the site to protect the slope. Form a block. In this case, the central body and the arm
Are hollow, making them easy to transport and handle.
Simple, and the slope protection block can be easily applied to the slope.
Can be installed. Also, since the recess was closed by the lid,
The head of the tension material stored in the recess is protected from falling rocks etc.
You. In addition, the central body and the arm are made of steel plate.
Be more economical.

【0007】また請求項2の発明が、前記腕部における
中心体との接合面には、中心体との接合を補強する接合
突片が設けられたことを特徴とする。
The invention according to claim 2 is characterized in that a joint protruding piece for reinforcing the joint with the central body is provided on the joint surface of the arm portion with the central body.

【0008】請求項2の発明によれば、接合突片によっ
て腕部を中心体に容易に接合できる。
According to the second aspect of the present invention, the arm can be easily joined to the central body by the joining projection.

【0009】[0009]

【0010】[0010]

【0011】[0011]

【0012】[0012]

【0013】[0013]

【0014】[0014]

【0015】[0015]

【0016】[0016]

【0017】[0017]

【発明の実施の形態】以下、法面保護用ブロックの実施
の形態を図面に基づいて詳細に説明する。図1の(1)
は法面保護用ブロックの水平方向の断面図、(2)は
(1)のA−A線断面図、図2の(1)は一つの腕部を
中心体から分離した法面保護用ブロックの水平方向の断
面図、(2)は(1)のB−B線断面図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of a slope protection block will be described below in detail with reference to the drawings. (1) in FIG.
Is a horizontal cross-sectional view of the slope protection block, (2) is a cross-sectional view taken along line AA of (1), and (1) of FIG. 2 is a slope protection block in which one arm is separated from the central body. (2) is a cross-sectional view taken along the line BB of (1).

【0018】法面保護用ブロック(以下ブロックとい
う)1は、鋼板で中空に形成された中心体2と、鋼板で
中空に形成された腕部3とから形成されている。これら
の中心体2と腕部3とはそれぞれ別個に形成され、これ
らが中炭素鋼、合金鋼ボルト、高張力鋼ボルトなどのボ
ルト4で接合されて中空のブロック1が形成されてい
る。
A slope protection block (hereinafter referred to as a block) 1 is formed of a central body 2 made of a steel plate and formed hollow, and an arm 3 formed of a steel plate and formed hollow. The central body 2 and the arm 3 are separately formed, and these are joined by bolts 4 such as medium-carbon steel, alloy steel bolts, and high-tensile steel bolts to form the hollow block 1.

【0019】中心体2は上面が開口した四角形の箱体5
であり、その上部に円筒6による凹陥部7が形成され、
該凹陥部7の外面が放射状に設けた補強板8で補強され
ている。また凹陥部7の上面は蓋体9で閉塞されている
とともに、凹陥部7の底面中央部には引張材が貫入され
る貫通孔10が形成されている。
The central body 2 is a rectangular box body 5 having an open upper surface.
And a concave portion 7 formed by the cylinder 6 is formed on the upper portion thereof,
The outer surface of the concave portion 7 is reinforced by a reinforcing plate 8 provided radially. The upper surface of the recess 7 is closed by a lid 9, and a through hole 10 through which a tensile material penetrates is formed in the center of the bottom of the recess 7.

【0020】腕部3は平面長方形であり、長さ方向の中
心部に設けた背骨板11で補強されている。なお腕部3
は上記形態に限らず、先細状でかつ先端にかけて漸次低
く形成することもできる。また腕部2の先端には、隣接
するブロックと連結するための連結金具12が突設され
ている。
The arm 3 is a flat rectangular shape, and is reinforced by a spine plate 11 provided at the center in the length direction. Arm 3
Is not limited to the above-described embodiment, but may be tapered and formed gradually lower toward the tip. At the tip of the arm 2, a connection fitting 12 for connecting to an adjacent block is provided in a protruding manner.

【0021】図3〜図5は他のブロック13であり、前
記のブロック1とほぼ同一の構成であるが、腕部3に接
合突片14を設けた点のみが異なっている。この接合突
片14は腕部3における中心体2との接合面に突設さ
れ、先端の突起15が中心体2の差込孔16に差し込ま
れて、中心体2との接合をより強固としている。したが
って、腕部3を突き合わせると、図5に示すように、接
合突片14によって中心体2が嵌入される嵌合部17が
形成される。そして、この嵌合部17に中心体2を嵌入
して、突起15を中心体2の差込孔16に差し込むと、
図3に示すように、中心体2と腕部3とが接合される。
FIGS. 3 to 5 show another block 13 which has substantially the same structure as the block 1 described above, except that the arm 3 is provided with a joint projection 14. The joining protrusion 14 is provided on the joint surface of the arm 3 with the center body 2, and the projection 15 at the tip is inserted into the insertion hole 16 of the center body 2 to further strengthen the joint with the center body 2. I have. Therefore, when the arms 3 are abutted against each other, as shown in FIG. 5, a fitting portion 17 into which the center body 2 is fitted by the joining protruding pieces 14 is formed. Then, when the center body 2 is fitted into the fitting portion 17 and the projection 15 is inserted into the insertion hole 16 of the center body 2,
As shown in FIG. 3, the center body 2 and the arm 3 are joined.

【0022】また上記のブロック1、13は鋼製である
が、中心体2と腕部3とを中空のプレストレスコンクリ
ート製とすることもでき、前記と同じように、中炭素
鋼、合金鋼ボルト、高張力鋼ボルトなどのボルト4やP
C鋼線などで接合することもできる(図示せず)。さら
に、中心体2は四角形に限らず、その他の多角形や円形
とすることができ、腕部3もそれに応じた数、すなわち
3本、5本、6本にすることもできる。
Although the blocks 1 and 13 are made of steel, the central body 2 and the arm 3 may be made of hollow prestressed concrete. Bolts 4 and P, such as bolts and high-tensile steel bolts
It can also be joined with a C steel wire or the like (not shown). Furthermore, the central body 2 is not limited to a quadrangle, but may be another polygon or a circle, and the number of the arms 3 may be a corresponding number, that is, three, five, or six.

【0023】また、図6は法面18に設置したブロック
1を引張材19で固定したものであり、該引張材の頭部
19aが蓋体9で閉塞された凹陥部7に収容されている
ため落石などから保護される。このブロック1は中心体
2と腕部3とを分離した状態で現場まで運ばれ、これら
を現場において組立形成する。次に、このように形成し
たブロック1を順次法面18に設置して地山21に固定
した引張材19で緊張定着する。
FIG. 6 shows the block 1 installed on the slope 18 fixed by a tension member 19, and the head 19 a of the tension member is accommodated in the recess 7 closed by the lid 9. It is protected from falling rocks. The block 1 is carried to the site with the central body 2 and the arm 3 separated from each other, and these are assembled and formed at the site. Next, the blocks 1 formed in this manner are sequentially placed on the slope 18 and are tension-fixed by the tension members 19 fixed to the ground 21.

【0024】[0024]

【発明の効果】中心体と腕部とが分割されたので、現場
への運搬や取り扱いが容易にでき、かつ現場において法
面保護用ブロックが簡単に組立形成できる。
Since the central body and the arm are divided, the transportation and handling to the site can be facilitated, and the slope protection block can be easily assembled and formed at the site.

【0025】接合突片によって腕部と中心体との接合が
容易かつ強固となって、一体性が増す。
The joining protruding piece facilitates and firmly joins the arm portion and the central body, thereby increasing the integrity.

【0026】中心体と腕部とが中空であるため軽量とな
って、これらの運搬および取り扱いが容易になるととも
に、現場において法面保護用ブロックの形成が簡単にで
きる。
Since the central body and the arm are hollow, they are light in weight, so that they can be easily transported and handled, and the block for protecting the slope can be easily formed on site.

【0027】引張材の頭部が凹陥部に収容され、該凹陥
部が蓋体で閉塞されたので、引張材の頭部が落石などか
ら保護される。
Since the head of the tension member is accommodated in the recess and the recess is closed by the lid, the head of the tension member is protected from falling rocks.

【0028】中心体と腕部とが鋼製であるため軽量とな
って、その運搬、取り扱いおよび施工が簡単にできると
ともに、経済的となる。
Since the central body and the arm are made of steel, the weight is light, and the transportation, handling and construction thereof can be simplified, and the cost is low.

【0029】中心体と腕部とは中空のコンクリート製で
あるため、これらの運搬、取り扱いおよび施工が簡単に
できるとともに、コンクリート製の法面保護用ブロック
が簡単に組立形成できる。
Since the central body and the arm are made of hollow concrete, they can be easily transported, handled and constructed, and a concrete slope protection block can be easily formed.

【図面の簡単な説明】[Brief description of the drawings]

【図1】(1)はブロックの水平方向の断面図、(2)
は(1)のA−A線断面図である。
FIG. 1 (1) is a horizontal cross-sectional view of a block, (2)
FIG. 2 is a sectional view taken along line AA of FIG.

【図2】(1)は一つの腕部を中心体から取り外したブ
ロックの水平方向の断面図、(2)は(1)のB−B線
断面図である。
2A is a horizontal sectional view of a block in which one arm is removed from a central body, and FIG. 2B is a sectional view taken along line BB of FIG.

【図3】他のブロックの断面図である。FIG. 3 is a sectional view of another block.

【図4】中心体と腕部とを分離したブロックの断面図で
ある。
FIG. 4 is a sectional view of a block in which a central body and an arm are separated.

【図5】突き合わせた腕部の水平方向の断面図である。FIG. 5 is a horizontal sectional view of the butted arms.

【図6】ブロックを法面に設置した断面図である。FIG. 6 is a sectional view in which a block is installed on a slope.

【図7】従来のコンクリートブロックを法面に設置した
断面図である。
FIG. 7 is a sectional view in which a conventional concrete block is installed on a slope.

【符号の説明】 1、13 ブロック 2 中心体 3 腕部 4 ボルト 5 箱体 6 円筒 7 凹陥部 8 補強板 9 蓋体 10 貫通孔 11 背骨板 12 連結金具 14 接合突片 15 突起 16 差込孔 17 嵌合部 18 法面 19 引張材 21 地山 22 コンクリートブロックDESCRIPTION OF SYMBOLS 1, 13 Block 2 Center body 3 Arm part 4 Bolt 5 Box body 6 Cylinder 7 Depressed part 8 Reinforcement plate 9 Lid body 10 Through hole 11 Spine plate 12 Connection fitting 14 Joining protrusion 15 Projection 16 Insert hole 17 Fitting part 18 Slope 19 Tensile material 21 Ground 22 Concrete block

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平9−273158(JP,A) 特開 平7−166555(JP,A) 特開 平7−158075(JP,A) 実開 平5−40331(JP,U) 実公 平2−34246(JP,Y2) (58)調査した分野(Int.Cl.7,DB名) E02D 17/20 103 ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-9-273158 (JP, A) JP-A-7-166555 (JP, A) JP-A-7-158075 (JP, A) 40331 (JP, U) Jikken Hei 2-34246 (JP, Y2) (58) Fields surveyed (Int. Cl. 7 , DB name) E02D 17/20 103

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 引張材の上端部が定着される中心体から
複数の腕部が突出した法面保護用ブロックにおいて、前
記中心体と腕部とは鋼板で中空に形成され、前記腕部
が、中心体との接合面に突設された接合突片の先端にお
ける突起が中心体の差込孔に差し込まれて中心体と取外
自在に分割形成され、前記中心体には引張材の頭部を収
容する凹陥部が設けられ、該凹陥部が蓋体で閉塞され、
前記腕部の中空部における長さ方向の中心部には背骨板
が設けられ、腕部の先端部には連結金具が突設されたこ
とを特徴とする法面保護用ブロック。
1. A tension member upper end fixing a plurality of slope protection block the arms protrudes from the central body is of the the central body and the arm portion formed to be hollow in the steel plate, the arms
Is attached to the tip of the joint projection that protrudes from the joint surface with the central body.
Insert the protrusion into the insertion hole of the center body and remove the center body
The central body is provided with a concave portion for accommodating the head of the tensile member, and the concave portion is closed with a lid,
A slope protection block characterized in that a spine plate is provided at a central portion in the longitudinal direction of the hollow portion of the arm portion, and a connection fitting is protruded from a tip portion of the arm portion.
JP10197693A 1998-07-13 1998-07-13 Slope protection block Expired - Lifetime JP3113634B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10197693A JP3113634B2 (en) 1998-07-13 1998-07-13 Slope protection block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10197693A JP3113634B2 (en) 1998-07-13 1998-07-13 Slope protection block

Publications (2)

Publication Number Publication Date
JP2000027192A JP2000027192A (en) 2000-01-25
JP3113634B2 true JP3113634B2 (en) 2000-12-04

Family

ID=16378792

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10197693A Expired - Lifetime JP3113634B2 (en) 1998-07-13 1998-07-13 Slope protection block

Country Status (1)

Country Link
JP (1) JP3113634B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009170239A (en) * 2008-01-16 2009-07-30 Oki Semiconductor Co Ltd Dye-sensitized solar cell and method for producing the same
KR20150002568A (en) * 2014-12-10 2015-01-07 (주)스마텍엔지니어링 Steel-Concrete Composite Member for Settlement of Ground Anchor

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4378048B2 (en) * 2000-12-19 2009-12-02 株式会社アルファービジョン Pressure receiving frame for ground anchor
CN114521434B (en) * 2022-02-25 2023-03-24 内蒙古和润环境工程有限公司 Component for fixing steep slope rock face planting substrate

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009170239A (en) * 2008-01-16 2009-07-30 Oki Semiconductor Co Ltd Dye-sensitized solar cell and method for producing the same
KR20150002568A (en) * 2014-12-10 2015-01-07 (주)스마텍엔지니어링 Steel-Concrete Composite Member for Settlement of Ground Anchor
KR101643916B1 (en) * 2014-12-10 2016-07-29 (주)스마텍엔지니어링 Steel-Concrete Composite Member for Settlement of Ground Anchor

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