JP2000129686A - Method for constructing rock-like slope face - Google Patents

Method for constructing rock-like slope face

Info

Publication number
JP2000129686A
JP2000129686A JP10342277A JP34227798A JP2000129686A JP 2000129686 A JP2000129686 A JP 2000129686A JP 10342277 A JP10342277 A JP 10342277A JP 34227798 A JP34227798 A JP 34227798A JP 2000129686 A JP2000129686 A JP 2000129686A
Authority
JP
Japan
Prior art keywords
decorative panel
intermediate block
stage decorative
fixed
stage
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.)
Granted
Application number
JP10342277A
Other languages
Japanese (ja)
Other versions
JP3821264B2 (en
JP2000129686A5 (en
Inventor
Kenji Noda
憲治 野田
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.)
KOKEN IND CORP
Koken Sangyo KK
Original Assignee
KOKEN IND CORP
Koken Sangyo KK
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 KOKEN IND CORP, Koken Sangyo KK filed Critical KOKEN IND CORP
Priority to JP34227798A priority Critical patent/JP3821264B2/en
Publication of JP2000129686A publication Critical patent/JP2000129686A/en
Publication of JP2000129686A5 publication Critical patent/JP2000129686A5/ja
Application granted granted Critical
Publication of JP3821264B2 publication Critical patent/JP3821264B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To eliminate a weakness in scenery by applying a surface treatment onto a rock-like slope face. SOLUTION: A rock-like slope face is made flat as a design excavated surface and an anchor hole 4 is formed for a first stage decorative panel 11 to insert a threaded steel bar 6 into the hole 4 so as to protrude from the design excavated surface. An adjust spacer is brought into contact with the inlet portion of the hole 4 and an intermediate block, to which a lower press metal is fixed, is mounted on the spacer to mount the panel 11 and thereafter, the intermediate block and a first stage decorative panel 11a are fixed through the lower press metal using nuts. Next, a grout 12 is injected on the rear side of the panel 11a and the lower side of a second stage decorative panel 11b is inserted into between the lower press metal and an upper press metal to connect the first and second stage decorative panels 11a, 11b by a cover 13, and a similar step is repeated.

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】岩質法面の表面施工面におい
て浮石、表面の劣化などにより落石の防止と、法面の景
観のための化粧パネルの固定方法。
TECHNICAL FIELD The present invention relates to a method for preventing falling rocks due to floating stones and deterioration of the surface of a rocky slope, and for fixing a decorative panel for a landscape of the slope.

【0002】[0002]

【従来技術】従来の岩質の法面は、法面を施工した状態
のまま、モルタルを吹き付け、または、網の覆いの法面
の保護が一般に施されている。しかし、これらの施工方
法では次のような問題点を残している。
2. Description of the Related Art Conventionally, a rocky slope is generally sprayed with mortar or protected with a net covering while the slope is being worked. However, these construction methods have the following problems.

【0003】(a)岩肌のままの場合:雨風による表面
の風化により、落石の危険を伴うだけでなく、景観上も
好ましくない。
(A) In the case of rock surface: Weathering of the surface due to rain breeze not only involves the risk of falling rocks, but is also undesirable in view of the landscape.

【0004】(b)モルタルの吹き付けの場合:この場
合は長期間経過すると、モルタルの剥がれ、モルタルの
背面に雨水などが浸入し、モルタルの浮きが起り、危険
である。また景観上も好ましくない。
(B) Spraying of mortar: In this case, after a long period of time, the mortar peels off, rainwater or the like infiltrates the back of the mortar, and the mortar floats, which is dangerous. Moreover, it is not preferable in view of the landscape.

【0005】(c)網の覆いの場合:網が痛み、長期間
の保持は困難である。
(C) In the case of a net covering: The net is painful and it is difficult to keep it for a long period of time.

【0006】[0006]

【解決しようとする課題】岩質の法面は、従来ほとんど
が岩肌の状態のままで放置され、表面加工はされていな
かった。しかしながら、最近は人の目につき易い箇所で
は、景観を重視するようになり、何らかの表面処理を考
える必要が生じた。本発明はこのような要請に鑑み、岩
質の法面の景観上の難点を解決しようとする。
Conventionally, most of rocky slopes have been left in the state of rock surface, and no surface processing has been performed. However, recently, in places that are easily noticeable to humans, the emphasis has been placed on the landscape, and it has become necessary to consider some surface treatment. The present invention has been made in view of such a demand, and has been made to solve a difficulty in a landscape of a rocky slope.

【0007】[0007]

【技術的手段】第1工程として、岩質法面1を計画掘削
面2として平坦にした後、第1段目の化粧パネル11の
ためのアンカー孔4を穿ち、
[Technical Means] As a first step, after a rocky slope 1 is flattened as a planned excavation surface 2, an anchor hole 4 for a decorative panel 11 of the first step is formed.

【0008】第2工程として、アンカー孔4にネジ鋼棒
6を計画掘削面2より突出するように植え込み、
As a second step, a screw steel rod 6 is implanted into the anchor hole 4 so as to protrude from the planned excavation surface 2.

【0009】第3工程として、アンカー孔4入口部に調
整スペーサー9を当てがい、該調整スペーサー9上に上
方押え金具10aを固定した中間ブロック8を載置し、
上方押え金具10a上に中間ブロック8および第1段目
の化粧パネル11を載置した後、
In a third step, an adjusting spacer 9 is applied to the entrance of the anchor hole 4, and the intermediate block 8 to which the upper holding member 10 a is fixed is placed on the adjusting spacer 9.
After placing the intermediate block 8 and the first-stage decorative panel 11 on the upper holding fixture 10a,

【0010】上方側を上方に折り曲げた下方押え金具1
0bを中間ブロック8および第1段目の化粧パネル11
a上に接当して、ナットnで中間ブロック8および第1
段目の化粧パネル11aを下方押え金具10bで固定
し、
Lower holding member 1 having an upper side bent upward.
0b is the intermediate block 8 and the first-stage decorative panel 11
a on the intermediate block 8 and the first
Fix the decorative panel 11a of the step with the lower holding metal fitting 10b,

【0011】第4工程として第1段目の化粧パネル11
aの裏面側にグラウト12を注入し、
As a fourth step, the first-stage decorative panel 11
grout 12 is injected into the back side of a.

【0012】第5工程として、第2段目の化粧パネル1
1bの下端側を下方押え金具10b、上方押え金具10
aの間に挿入して、カバー13で、第1段目、第2段目
の化粧パネル11a,11bを連設固定し、以下同様の
工程を繰り返す、岩質法面の施工方法。
As a fifth step, the second-stage decorative panel 1
1b, a lower holding member 10b, an upper holding member 10
A method of constructing a rocky slope, wherein the first and second decorative panels 11a and 11b are connected and fixed by the cover 13 with the cover 13 and the same steps are repeated thereafter.

【0013】[0013]

【実施の形態】以下図1〜9に記載した本発明工法の実
施の形態について説明する。 (第1工程)図1〜3において 1:岩質法面、 2:計画掘削面、 3:ドリル、 4:アンカー孔、 5:エア、 図7において、 14:基礎岩質法面、 15:基礎、
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the method of the present invention shown in FIGS. (First process) In FIGS. 1 to 3, 1: rocky slope, 2: planned drilling face, 3: drill, 4: anchor hole, 5: air, in FIG. 7, 14: foundation rocky slope, 15: Foundation,

【0014】(第2工程)図4において、 6:ネジ鋼棒、 7:早硬性樹脂モルタルなどの硬化剤、 (第3工程)図5において、 8:中間ブロック、 9:調整スペンサー、 10a:上方押え金具、 10b:下方押え金具、 10b1:折り曲げた部分、 11a:第1段目の化粧パネル、 11b:第2段目の化粧パネル、 n:ナット、(Second step) In FIG. 4, 6: Screw steel bar, 7: Hardening agent such as mortar of fast-curing resin, etc. (Third step) In FIG. Upper holding metal fittings, 10b: lower holding metal fittings, 10b1: bent portion, 11a: first decorative panel, 11b: second decorative panel, n: nut,

【0015】(第4工程)図6において、 12:グラウト、 13:カバー、 以下その各工程について説明する。(Fourth Step) In FIG. 6, 12: grout, 13: cover, and the respective steps will be described below.

【0016】第1工程:まづ岩質法面1を、重機で計画
掘削面2として平坦にした後(図1)、第1段目の化粧
パネル11aのための芯出ししたアンカー孔4をドリル
3で穿つ。(図2) つぎにエアー5、ブラシなどで、岩屑や、孔面のホコリ
などを取り除く。(図3) なお図7において14は基礎面として残しておく基礎岩
質法面、15は道路などの基礎である。
First step: After the hillock slope 1 is flattened as a planned excavation surface 2 with heavy equipment (FIG. 1), the centered anchor hole 4 for the first-stage decorative panel 11a is formed. Drill with drill 3. (Fig. 2) Next, debris and dust on the hole surface are removed with air 5 and a brush. (FIG. 3) In FIG. 7, reference numeral 14 denotes a foundation rocky slope left as a foundation surface, and reference numeral 15 denotes a foundation such as a road.

【0017】第2工程:アンカー孔4にネジ鋼棒6を計
画掘削面2より突出するように植え込む。(図4) アンカー孔4内にはこの際、早硬性樹脂モルタルなどの
硬化剤7を注入しておく。
Second step: A screw steel rod 6 is implanted into the anchor hole 4 so as to protrude from the planned excavation surface 2. (FIG. 4) At this time, a curing agent 7 such as a fast-setting resin mortar is injected into the anchor hole 4.

【0018】第3工程:図5のように、アンカー孔4入
口部にスペーサー9を当てがう。スペーサー9の厚さ
は、第4工程において注入するグラウト12の厚さに相
当する。さらにスペーサー9の上面に下方押え金具10
bを固定する。
Third step: As shown in FIG. 5, a spacer 9 is applied to the entrance of the anchor hole 4. The thickness of the spacer 9 corresponds to the thickness of the grout 12 injected in the fourth step. Further, a lower holding metal 10 is provided on the upper surface of the spacer 9.
b is fixed.

【0019】つぎに、下方押え金具10b上に中間ブロ
ック8を載置する。この際、下方押え金具10b上には
中間ブロック8につづいて、下方に第1段目の化粧パネ
ル11aの上端側を載置する。
Next, the intermediate block 8 is placed on the lower holding member 10b. At this time, the upper end side of the first-stage decorative panel 11a is placed below the lower block 10b, following the intermediate block 8.

【0020】つぎに、上方押え金具10aを第1段目の
化粧パネル11aの上端側および中間ブロック8に接当
する。また上方押え金具10aの上端側は計画掘削面2
より外方に折り曲げられており、さらに中間ブロック8
より上方に突出している。
Next, the upper holding member 10a is brought into contact with the upper end side of the first-stage decorative panel 11a and the intermediate block 8. The upper end side of the upper holding metal 10a is the planned excavation surface 2
It is bent more outward, and the middle block 8
It protrudes more upward.

【0021】第4工程:第1段目の化粧パネル11aの
裏面側グラウト12を注入する。
Fourth step: Grout 12 on the back side of first-stage decorative panel 11a is injected.

【0022】第5工程:第2段目の化粧パネル11bの
下端側を、上方押え金具10a、下方押え金具10bの
間に挿入する。この際、上方押え金具10aの上端側は
上方に折り曲げられて(図面では10b1)いるので、
第2段目の化粧パネル11bは単に斜め上方から滑り落
ちるだけで押え金具10a,10bの間を挿入できる。
Fifth step: The lower end side of the second-stage decorative panel 11b is inserted between the upper holding member 10a and the lower holding member 10b. At this time, since the upper end side of the upper holding member 10a is bent upward (10b1 in the drawing),
The second-stage decorative panel 11b can be inserted between the holding metal fittings 10a and 10b simply by sliding down from diagonally above.

【0023】つぎにカバー13で、第1段目、第2段目
の化粧パネル11a,11bの境目を覆う。以下同様の
工程を繰返す。
Next, the boundary between the first and second decorative panels 11a and 11b is covered with the cover 13. Hereinafter, the same steps are repeated.

【0024】[0024]

【発明の効果】a:岩質の法面2の施工後の景観が向上
する。
A: The landscape after construction of the rocky slope 2 is improved.

【0025】b:調整スペーサー9を設け、その厚さだ
け化粧パネル11a,11b・・の裏面にグラウト12
を注入するので、化粧パネル11a,11b・・・と計
画掘削面2との接着が良く、かつ、長期間の化粧パネル
11a,11b・・の使用に耐える。
B: The adjusting spacer 9 is provided, and the grout 12 is provided on the back surfaces of the decorative panels 11a, 11b,.
, The decorative panels 11a, 11b,... And the planned excavation surface 2 have good adhesion, and can withstand long-term use of the decorative panels 11a, 11b,.

【0026】c:施工時、上方押え金具10bの上端側
が折り曲げられているので、第2段目の化粧パネル11
bを、ただ滑り落とすだけで押え金具10a,10bの
間に挿入することができる。また、カバー13をほどこ
すので、折り曲げられた部分10b1は真っ直ぐにな
る。したがって、第2段目より上の化粧パネルの固定が
容易にでき、景観も向上する。
C: At the time of construction, since the upper end side of the upper holding member 10b is bent, the decorative panel 11 of the second stage is
b can be inserted between the holding metal fittings 10a and 10b only by sliding down. In addition, since the cover 13 is provided, the bent portion 10b1 becomes straight. Therefore, the decorative panel above the second stage can be easily fixed, and the scenery can be improved.

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

【図1】 岩質法面1の断面図、FIG. 1 is a sectional view of a rocky slope 1;

【図2】 アンカー孔4の穿孔時の断面図、FIG. 2 is a cross-sectional view at the time of drilling an anchor hole 4;

【図3】 アンカー孔4の清掃時の断面図、FIG. 3 is a cross-sectional view when the anchor hole 4 is cleaned,

【図4】 アンカー孔4にネジ鋼棒6を植え込むときの
断面図、
FIG. 4 is a cross-sectional view when the screw steel rod 6 is implanted in the anchor hole 4;

【図5】 第3工程時の断面図、FIG. 5 is a sectional view of a third step,

【図6】 第4工程時の断面図、FIG. 6 is a sectional view of a fourth step,

【図7】 中間ブロック8の斜視図、FIG. 7 is a perspective view of the intermediate block 8,

【図8】 施工面の平面図、FIG. 8 is a plan view of a construction surface,

【図9】 施工面の断面図、FIG. 9 is a sectional view of a construction surface,

【符号の説明】[Explanation of symbols]

1:岩質法面、2:計画掘削面、3:ドリル、4:アン
カー孔、5:エアー、6:ネジ鋼棒、7:硬化剤、8:
中間ブロック、9:調整スペーサー、10a:上方押え
金具、10b:下方押え金具、11a,11b,11c
‥‥‥:化粧パネル、12:グラウト、13:カバー、
14:基礎岩質法面、15:基礎。
1: rocky slope, 2: planned drilling face, 3: drill, 4: anchor hole, 5: air, 6: screw steel bar, 7: hardener, 8:
Intermediate block, 9: adjusting spacer, 10a: upper holding metal, 10b: lower holding metal, 11a, 11b, 11c
‥‥‥: decorative panel, 12: grout, 13: cover,
14: foundation rocky slope, 15: foundation.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 第1工程として、岩質法面1を計画掘削
面2として平坦にした後、第1段目の化粧パネル11の
ためのアンカー孔4を穿ち、 第2工程として、アンカー孔4にネジ鋼棒6を計画掘削
面2より突出するように植え込み、 第3工程として、アンカー孔4入口部に調整スペーサー
9を当てがい、該調整スペーサー9上に下方押え金具1
0bを固定した中間ブロック8を載置し、下方押え金具
10b上に中間ブロック8および第1段目の化粧パネル
11を載置した後、上方側を上方に折り曲げた下方押え
金具10bを中間ブロック8および第1段目の化粧パネ
ル11a上に接当して、ナットnで中間ブロック8およ
び第1段目の化粧パネル11aを下方押え金具10bで
固定し、 第4工程として第1段目の化粧パネル11aの裏面側に
グラウト12を注入し、 第5工程として、第2段目の化粧パネル11bの下端側
を下方押え金具10b、上方押え金具10aの間に挿入
して、カバー13で、第1段目、第2段目の化粧パネル
11a,11bを連設固定し、 以下同様の工程を繰り返す、岩質法面の施工方法。
1. As a first step, after a rocky slope 1 is flattened as a planned excavation plane 2, an anchor hole 4 for a decorative panel 11 of a first step is drilled. 4, a threaded steel rod 6 is implanted so as to protrude from the planned excavation surface 2. As a third step, an adjustment spacer 9 is applied to the entrance of the anchor hole 4, and the lower press fitting 1 is placed on the adjustment spacer 9.
After the intermediate block 8 to which the fixed block 0b is fixed is placed, the intermediate block 8 and the first-stage decorative panel 11 are placed on the lower retainer 10b, and the lower retainer 10b whose upper side is bent upward is moved to the intermediate block. 8 and the first-stage decorative panel 11a, and the intermediate block 8 and the first-stage decorative panel 11a are fixed with nuts n with the lower holding metal fittings 10b. The grout 12 is injected into the back side of the decorative panel 11a. As a fifth step, the lower end of the second-stage decorative panel 11b is inserted between the lower holding member 10b and the upper holding member 10a. A method for constructing a rocky slope, in which the first and second decorative panels 11a and 11b are connected and fixed, and the same steps are repeated thereafter.
JP34227798A 1998-10-27 1998-10-27 Construction method of rock slope Expired - Lifetime JP3821264B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34227798A JP3821264B2 (en) 1998-10-27 1998-10-27 Construction method of rock slope

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34227798A JP3821264B2 (en) 1998-10-27 1998-10-27 Construction method of rock slope

Publications (3)

Publication Number Publication Date
JP2000129686A true JP2000129686A (en) 2000-05-09
JP2000129686A5 JP2000129686A5 (en) 2005-04-07
JP3821264B2 JP3821264B2 (en) 2006-09-13

Family

ID=18352487

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34227798A Expired - Lifetime JP3821264B2 (en) 1998-10-27 1998-10-27 Construction method of rock slope

Country Status (1)

Country Link
JP (1) JP3821264B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109736335A (en) * 2019-02-27 2019-05-10 长江勘测规划设计研究有限责任公司 A system prevention structure and method for ultra-high steep rock slope

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109736335A (en) * 2019-02-27 2019-05-10 长江勘测规划设计研究有限责任公司 A system prevention structure and method for ultra-high steep rock slope
CN109736335B (en) * 2019-02-27 2023-12-12 长江勘测规划设计研究有限责任公司 Control structure and method for ultra-high steep rock slope system

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Publication number Publication date
JP3821264B2 (en) 2006-09-13

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