JP2863737B2 - Slope protection block - Google Patents

Slope protection block

Info

Publication number
JP2863737B2
JP2863737B2 JP23400196A JP23400196A JP2863737B2 JP 2863737 B2 JP2863737 B2 JP 2863737B2 JP 23400196 A JP23400196 A JP 23400196A JP 23400196 A JP23400196 A JP 23400196A JP 2863737 B2 JP2863737 B2 JP 2863737B2
Authority
JP
Japan
Prior art keywords
slope protection
protection block
plate
concave portion
slope
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
JP23400196A
Other languages
Japanese (ja)
Other versions
JPH1077634A (en
Inventor
学 室田
恭之 一之瀬
又夫 長澤
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 JP23400196A priority Critical patent/JP2863737B2/en
Publication of JPH1077634A publication Critical patent/JPH1077634A/en
Application granted granted Critical
Publication of JP2863737B2 publication Critical patent/JP2863737B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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  • 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、法
面を法面保護用ブロックで保護している。
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 slope protection block.

【0003】この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るため取り扱いが容易でなかっ
た。
[0003] Since the slope protection block is mostly a concrete block, it is not easy to handle.

【0004】そこで、このような問題を解決するため
に、図9に示すような、鋼製でかつ中空の法面保護用ブ
ロック23が用いられるようになった。これは鋼製でか
つ中空であるため取り扱いが簡単で、しかも多少の凹凸
にも対応できるため法面24との間に隙間なく設置でき
るという利点がある。
Therefore, in order to solve such a problem, a hollow slope protection block 23 made of steel as shown in FIG. 9 has been used. Since it is made of steel and hollow, it has an advantage that it can be easily handled, and that it can cope with some unevenness, so that it can be installed without any gap between the slope 24.

【0005】[0005]

【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、アンカー頭部が法面保護用ブロ
ックの上面から突出して定着されているため、アンカー
頭部の定着具が落石等で破損したり、あるいは脱落した
りすることがあった。
However, in the above-described slope protection block, the anchor head protrudes from the upper surface of the slope protection block and is fixed. Etc., or it could fall off.

【0006】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、法面保護用ブロックの取り
扱いが簡単にできるとともに、法面に設置した法面保護
用ブロックのアンカー頭部における定着具が落石等によ
って破損又は脱落しないようにすることである。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-described problems, and has as its object to simplify the handling of a slope protection block and to provide an anchor head for a slope protection block installed on a slope. The purpose is to prevent the fixing tool in the section from being damaged or dropped by falling rocks or the like.

【0007】[0007]

【課題を解決するための手段】以上の課題を解決するた
めの手段は、鋼板で中空に形成された腕部が十字状に突
出し、該腕部の交差部における中心部には凹陥部が形成
され、該凹陥部には引張材を挿入する挿入筒が設けら
れ、該挿入筒が放射状の補剛板で前記凹陥部に固定され
ている。
Means for solving the above problems are as follows. An arm formed of a steel plate and having a hollow shape projects in a cross shape, and a concave portion is formed at the center of the intersection of the arms. An insertion tube for inserting a tensile member is provided in the recess, and the insertion tube is fixed to the recess by a radial stiffening plate.

【0008】[0008]

【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は法面保
護用ブロックの水平断面図、図2は図1のA−A線断面
図、図3は図2のB−B線断面図、図4は同C−C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. FIG. 1 is a horizontal sectional view of the slope protection block, FIG. 2 is a sectional view taken along line AA of FIG. 1, FIG. 3 is a sectional view taken along line BB of FIG. 2, and FIG. is there.

【0009】法面保護用ブロック(以下ブロックとい
う)1は、鉄板で中空に形成された腕部2が十字状に交
差して形成されている。
A slope protection block (hereinafter, referred to as a block) 1 is formed by crossing arms 2 which are made of iron plate and are hollow.

【0010】前記腕部2は先細状でかつ先端にかけて漸
次低く形成され、長さ方向の中心部に設けた背板3と、
該背板3に交差して設けた補強板4とによって補強され
ている。また腕部2の先端には連結金具5が突設され、
隣接する法面保護用ブロックと連結できるようになって
いる。これら腕部2の交差部における中心部には筒体6
が、その上端部をブロック1の上面から突出させて設け
られている。
The arm portion 2 is tapered and formed so as to be gradually lower toward the tip, and a back plate 3 provided at a central portion in a longitudinal direction;
It is reinforced by a reinforcing plate 4 provided crossing the back plate 3. At the tip of the arm 2, a connecting fitting 5 is protruded,
It can be connected to an adjacent slope protection block. At the center of the intersection of these arms 2 is a cylindrical body 6
Is provided with its upper end protruding from the upper surface of the block 1.

【0011】この筒体6の外周面には背板3と、腕部2
からの固定板7とが接続されて筒体6を強固に固定して
いる。また筒体6の内部には底板8が設けられて凹陥部
9を形成せしめ、該凹陥部9の中心部には引張材を挿入
する挿入筒10が設けられ、これが筒体6との間に放射
状に設けられた補剛板11で筒体6に固定されている。
このように挿入筒10及び底板8を固定板7及び補剛板
11で補強することにより凹陥部9が強化されて、アン
カー頭部を緊張定着せしめるに必要な強度を備えてい
る。
A back plate 3 and an arm 2 are provided on the outer peripheral surface of the cylindrical body 6.
Is fixedly connected to the fixing plate 7 to fix the cylindrical body 6 firmly. Further, a bottom plate 8 is provided inside the cylindrical body 6 to form a concave portion 9, and an insertion tube 10 for inserting a tensile material is provided at the center of the concave portion 9, and this is inserted between the cylindrical member 6 and the insertion tube 10. It is fixed to the cylindrical body 6 by a stiffening plate 11 provided radially.
By reinforcing the insertion tube 10 and the bottom plate 8 with the fixing plate 7 and the stiffening plate 11 as described above, the concave portion 9 is strengthened, and has a strength necessary to fix and anchor the anchor head.

【0012】また、図6は法面12に設置したブロック
1をアンカー13で固定したものであり、アンカー頭部
14を凹陥部9内で定着している。これは、図7に示す
ように、挿入筒10に通した引張材15が緊張ジャッキ
で緊張され、その端部がアンカーヘッド16の楔17で
固定されてアンカーキャップ18で被覆されている。こ
のようにアンカー頭部14は凹陥部9内に定着されてい
るので落石等から保護される。
FIG. 6 shows a block 1 installed on a slope 12 fixed by an anchor 13, and an anchor head 14 is fixed in the recess 9. As shown in FIG. 7, a tension member 15 passed through the insertion tube 10 is tensioned by a tension jack, and its end is fixed by a wedge 17 of an anchor head 16 and covered with an anchor cap 18. Since the anchor head 14 is fixed in the recess 9 in this manner, it is protected from falling rocks and the like.

【0013】さらに、ブロック1は鋼板で中空に形成し
ているため取り扱い及び法面12への設置が簡単にでき
るとともに、法面における多少の凹凸にもモルタルやク
ッション材等を布設することなく容易に対応することが
できるので、法面との間に隙間をあけることがない。
Furthermore, since the block 1 is formed of a hollow steel plate, the block 1 can be easily handled and installed on the slope 12, and the mortar, cushioning material, etc., can be easily provided on the uneven surface. Therefore, there is no gap between the vehicle and the slope.

【0014】図8は第2の実施例の形態を示したもので
あり、凹陥部9が蓋体19で閉塞された点を除いて前記
と同一の構成である。この蓋体19の内面には内蓋20
が設けられ、腕部2にパッキン21を介してボルト22
で固定されている。よって同図の(2)示すように、ア
ンカー頭部14が凹陥部9に定着されると、該凹陥部9
への土砂等の浸入が防げるのでアンカー定着後の管理を
適切に行うことができる。
FIG. 8 shows an embodiment of the second embodiment, which has the same configuration as that of the first embodiment except that the concave portion 9 is closed by a lid 19. An inner lid 20 is provided on the inner surface of the lid 19.
Is provided on the arm 2 via a packing 21 with a bolt 22.
It is fixed at. Therefore, when the anchor head 14 is fixed to the concave portion 9 as shown in FIG.
Since the intrusion of soil and the like into the soil can be prevented, management after anchor anchoring can be appropriately performed.

【0015】[0015]

【発明の効果】挿入筒が放射状の補剛板で固定されて凹
陥部が強化されたことにより、該凹陥部内にアンカー頭
部を緊張定着することができる。
According to the present invention, the insertion tube is fixed by the radial stiffening plate and the concave portion is strengthened, so that the anchor head can be tensioned and fixed in the concave portion.

【0016】アンカー頭部の定着具が凹陥部に収納され
たことにより、落石等による破損又は脱落が防げる。
Since the anchoring device of the anchor head is housed in the recess, damage or falling off due to falling rocks or the like can be prevented.

【0017】腕部が中空の先細状で、かつ先端部にかけ
て漸次低く形成されたことにより、ブロックが軽量化さ
れて取り扱いが簡単になる。また法面の多少の凹凸にも
容易に対応することができる。さらに腕部が長辺方向の
中心部に設けた背板と補強板とで補強されることにより
充分な強度を保持する。
Since the arms are hollow and tapered, and are formed gradually lower toward the distal end, the weight of the block is reduced and the handling is simplified. In addition, it is possible to easily cope with some irregularities on the slope. Further, the arm portion is reinforced by the back plate and the reinforcing plate provided at the central portion in the long side direction, so that sufficient strength is maintained.

【0018】蓋体により凹陥部への土砂等の浸入が防げ
るので、アンカー頭部における定着部の管理が適切に行
える。
Since the cover prevents the intrusion of earth and sand into the recessed portion, the fixing portion at the anchor head can be properly managed.

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

【図1】ブロックの水平断面図である。FIG. 1 is a horizontal sectional view of a block.

【図2】図1のA−A線断面図である。FIG. 2 is a sectional view taken along line AA of FIG.

【図3】図2のB−B線断面図である。FIG. 3 is a sectional view taken along line BB of FIG. 2;

【図4】図2のC−C線断面図である。FIG. 4 is a sectional view taken along line CC of FIG. 2;

【図5】(1)は凹陥部の断面図、(2)は(1)のD
−D線断面図である。
5A is a cross-sectional view of a concave portion, and FIG. 5B is a sectional view of FIG.
FIG. 4 is a sectional view taken along line D.

【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】アンカー頭部を設置した凹陥部の断面図であ
る。
FIG. 7 is a cross-sectional view of a concave portion where an anchor head is installed.

【図8】(1)は蓋体を設けた凹陥部の断面図、(2)
は蓋体を設けた凹陥部にアンカー頭部を定着した断面図
である。
FIG. 8A is a cross-sectional view of a recess provided with a lid, and FIG.
FIG. 3 is a cross-sectional view in which an anchor head is fixed to a recess provided with a lid.

【図9】従来のブロックを法面に設置した断面図であ
る。
FIG. 9 is a cross-sectional view in which a conventional block is installed on a slope.

【符号の説明】[Explanation of symbols]

1、23 法面保護用ブロック 2 腕部 3 背板 4 補強板 5 連結金具 6 筒体 7 固定板 8 底板 9 凹陥部 10 挿入筒 11 補剛板 12、24 法面 13 アンカー 14 アンカー頭部 15 引張材 16 アンカーヘッド 17 楔 18 ヘッドキャップ 19 蓋体 20 内蓋 21 パッキン 22 ボルト DESCRIPTION OF SYMBOLS 1, 23 Slope protection block 2 Arm part 3 Back plate 4 Reinforcement plate 5 Connecting metal fitting 6 Cylindrical body 7 Fixing plate 8 Bottom plate 9 Depression 10 Insertion tube 11 Stiffening plate 12, 24 Slope 13 Anchor 14 Anchor head 15 Tensile material 16 Anchor head 17 Wedge 18 Head cap 19 Lid 20 Inner lid 21 Packing 22 Bolt

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平5−214728(JP,A) 特開 平5−179656(JP,A) 実開 昭63−108444(JP,U) 特公 平8−14109(JP,B2) (58)調査した分野(Int.Cl.6,DB名) E02D 17/20 103 E02D 5/76──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-5-214728 (JP, A) JP-A-5-179656 (JP, A) JP-A 63-108444 (JP, U) 14109 (JP, B2) (58) Field surveyed (Int. Cl. 6 , DB name) E02D 17/20 103 E02D 5/76

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 鋼板で中空に形成された腕部が十字状に
突出し、該腕部の交差部における中心部には凹陥部が形
成され、該凹陥部には引張材を挿入する挿入筒が設けら
れ、該挿入筒が放射状の補剛板で前記凹陥部に固定され
ていることを特徴とする法面保護用ブロック。
1. An arm formed of a steel plate and having a hollow shape projects in a cross shape, a concave portion is formed at the center of the intersection of the arm portions, and an insertion tube for inserting a tensile material is formed in the concave portion. A slope protection block provided, wherein the insertion tube is fixed to the concave portion by a radial stiffening plate.
【請求項2】 前記腕部は中空の先細状で、かつ先端部
にかけて漸次低く形成され、長辺方向の中心部には背板
が設けられ、該背板が補強板で補強されていることを特
徴とする請求項1に記載の法面保護用ブロック。
2. The arm has a hollow tapered shape and is formed so as to be gradually lower toward a tip end thereof, and a back plate is provided at a central portion in a long side direction, and the back plate is reinforced by a reinforcing plate. The slope protection block according to claim 1, characterized in that:
【請求項3】 前記凹陥部は蓋体で閉塞されたことを特
徴とする請求項1又は2に記載の法面保護用ブロック。
3. The slope protection block according to claim 1, wherein the recess is closed by a lid.
JP23400196A 1996-09-04 1996-09-04 Slope protection block Expired - Lifetime JP2863737B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23400196A JP2863737B2 (en) 1996-09-04 1996-09-04 Slope protection block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23400196A JP2863737B2 (en) 1996-09-04 1996-09-04 Slope protection block

Publications (2)

Publication Number Publication Date
JPH1077634A JPH1077634A (en) 1998-03-24
JP2863737B2 true JP2863737B2 (en) 1999-03-03

Family

ID=16964008

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23400196A Expired - Lifetime JP2863737B2 (en) 1996-09-04 1996-09-04 Slope protection block

Country Status (1)

Country Link
JP (1) JP2863737B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4825069B2 (en) * 2006-07-22 2011-11-30 岡部株式会社 Anchor pressure receiving device
KR100773920B1 (en) 2007-05-03 2007-11-07 주식회사 도담이앤씨 Pre-tention soil nailing system and method for reinforcing inclined earth using the same
JP5183123B2 (en) * 2007-08-11 2013-04-17 岡部株式会社 Anchor pressure receiving device
JP5036047B2 (en) * 2007-08-11 2012-09-26 岡部株式会社 Intersection unit for legal frame

Also Published As

Publication number Publication date
JPH1077634A (en) 1998-03-24

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