JP2015086672A - Wire-netting fixing device for reinforced soil of slope having long term durability - Google Patents

Wire-netting fixing device for reinforced soil of slope having long term durability Download PDF

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JP2015086672A
JP2015086672A JP2013236279A JP2013236279A JP2015086672A JP 2015086672 A JP2015086672 A JP 2015086672A JP 2013236279 A JP2013236279 A JP 2013236279A JP 2013236279 A JP2013236279 A JP 2013236279A JP 2015086672 A JP2015086672 A JP 2015086672A
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net
wire
durability
netting
fixing block
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和朗 三田
Kazuro Mita
和朗 三田
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CHOJU HOKYODO CO Ltd
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CHOJU HOKYODO CO Ltd
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Abstract

PROBLEM TO BE SOLVED: To improve durability of reinforced earth work in which, considering from a point of a slope collapse period having one century or more, the durability should be more than that because the function of the reinforced earth work is lost before the collapse period comes, and to solve a problem of the durability in the fixing place of wire-netting when using the wire-netting.SOLUTION: A wire-netting fixing block 1 with irregularities for fixing the wire-netting on the head of a reinforcing material is invented in order to solve the problem. Also, the height of the block is increased to be more than the thickness of the soil sprayed with vegetation base materials, and thereby head fixing brackets can be isolated from the soil which is easily corroded.

Description

本発明は、斜面に適用する補強土に関するものである。  The present invention relates to reinforced soil applied to slopes.

斜面の補強土工と金網を組み合わせる場合には、特許番号4256545のように(図6参照)、径65〜90mmで穿孔した長さ2〜6mの穴2にスペーサー5を取り付けた補強材3を挿入し、周囲にセメントミルク4注入して、硬化後に地盤と補強材を一体化させ、受圧板T9と可撓性の袋体T8の間に金網T7を挟み、袋体T8に硬化性流動性注入材を注入し、硬化性流動性注入材が硬化する前にT10の補強材の本締めを行い、植生基材吹付を行う場合は、それらの上から13の植生基材吹付を行っていた。  When combining the reinforcement earthwork on the slope and the wire mesh, insert the reinforcing material 3 with the spacer 5 attached to the hole 2 having a length of 2 to 6 m perforated with a diameter of 65 to 90 mm as shown in Patent No. 4256545 (see FIG. 6). Then, cement milk 4 is injected into the periphery, and after hardening, the ground and the reinforcing material are integrated, and a wire mesh T7 is sandwiched between the pressure receiving plate T9 and the flexible bag T8, and a curable fluid injection is injected into the bag T8. When the material was injected and the T10 reinforcing material was finally tightened before the curable fluidity injection material was cured and the vegetation base material was sprayed, 13 vegetation base materials were sprayed from above.

特許番号4256545Patent No. 4256545

特許文献1の場合には、地上に突出した補強材の周囲に地盤面と袋体と金網と受圧板の間に流体が移動できる小さな隙間がある。図7は、図6の一部を拡大したもので図が解りやすいようにするためにT7の金網を削除しているが、微小な空間T14が、袋体T8が膨らんでも残る。受圧板T9と袋体T8の間の微小な隙間から雨水が侵入し、重要部材である補強材3の頭部を腐食させ破断しやすくなる。このため、雨水や海水飛沫などが侵入し、補強材の頭部が腐食しやすい課題がある。  In the case of Patent Document 1, there is a small gap around the reinforcing material protruding to the ground between which the fluid can move between the ground surface, the bag body, the wire mesh, and the pressure receiving plate. FIG. 7 is an enlarged view of a part of FIG. 6 and the wire mesh of T7 is deleted to make the drawing easy to understand. However, a minute space T14 remains even when the bag body T8 is inflated. Rainwater enters from a minute gap between the pressure receiving plate T9 and the bag body T8, and the head of the reinforcing member 3 as an important member is corroded and easily broken. For this reason, there is a problem that rainwater, seawater splashes, etc. invade and the head of the reinforcing material is easily corroded.

また、補強材3も受圧板T9も一般的に使用されているのは亜鉛鍍金製品なので、海岸地域と土壌中では亜鉛鍍金の耐久性は25年程度しか無く、一般環境でも数10年程度の耐久性しかないので、数10年を待たずして老朽化する課題がある。また、特許文献1の実施例では、網が金属製の受圧板で上から押さえつけれているため、金網を崩壊土が押した場合は、金属の縁で金網の保護層が損傷しやすく耐久性に課題があった。  In addition, since the reinforcing material 3 and the pressure plate T9 are generally used for galvanized products, the durability of galvanized materials is only about 25 years in the coastal area and the soil. Since it has only durability, there is a problem of aging without waiting for several tens of years. Moreover, in the Example of patent document 1, since the net | network is pressed down with the metal pressure-receiving plate from the top, when collapsible soil pushes the metal net | network, the protective layer of a metal net | network is easy to be damaged with a metal edge, and durability. There was a problem.

これに対し、斜面の崩壊を防止する補強土工は、斜面の崩壊周期が100年〜数世紀と長期間であるため、数10年程度の耐久性しかない補強土工では、斜面が崩壊しようとした時に、補強土工がすでに老朽化しておりその機能を果たすことが出来ない課題があった。  On the other hand, reinforced earthworks that prevent the slope from collapsing have a long slope failure period of 100 to several centuries, so in reinforced earthworks that have only a few decades of durability, the slope tends to collapse. At times, there was a problem that the reinforced earthwork was already aging and could not fulfill its function.

上記の課題を解決するために、補強材の頭部に網を固定する凹凸が付いた網固定ブロックを発明した。また前記ブロックの高さを植生基材吹付の土壌の厚さより高くし、頭部固定金具類を腐食しやすい土壌から隔離できるようにした。  In order to solve the above-described problems, a net fixing block having an unevenness for fixing the net to the head of the reinforcing material has been invented. In addition, the height of the block was made higher than the thickness of the soil sprayed with the vegetation base material, so that the head fixing brackets could be isolated from the soil that was easily corroded.

補強材頭部がコンクリートに埋設されているため、網とコンクリートや四角座金の間に隙間が無く、雨水や海水飛沫の侵入を受けにくく耐久性が向上する。また、網固定ブロックが、植生基材吹付厚さより厚いため、網固定ブロックの上に設置する四角座金が土壌中に埋没しにくく、腐食環境から隔離されることで耐久性が向上する。さらに、網に力が架っても四角座金の縁と金網が接触する事が少ないため、金網の保護層が損傷することが無く耐久性が向上する。  Since the reinforcing material head is embedded in the concrete, there is no gap between the net and the concrete or the square washer, so that it is difficult to receive intrusion of rainwater or seawater splash and durability is improved. Moreover, since the net fixing block is thicker than the vegetation base material spraying thickness, the square washer installed on the net fixing block is difficult to be buried in the soil, and durability is improved by being isolated from the corrosive environment. Furthermore, even if a force is applied to the mesh, the edge of the square washer and the wire mesh are less likely to come into contact with each other.

網固定ブロックの形態を示す平面図である。It is a top view which shows the form of a net | network fixed block. 網固定ブロックの断面図である。It is sectional drawing of a net | network fixed block. 図3は網固定ブロックを使用した個所の実施例平面図である。(実施例)FIG. 3 is a plan view of an embodiment where a net fixing block is used. (Example) 図4は網固定ブロックを使用した個所の実施例断面図である。(実施例)FIG. 4 is a cross-sectional view of an embodiment of a part using a net fixing block. (Example) 図5は網固定ブロックを使用した工法全体の実施例である。(実施例全体図)FIG. 5 shows an example of the whole construction method using a net fixing block. (Example overall view) 図6は先行技術の補強材頭部の断面図である。(先行技術全体図)FIG. 6 is a cross-sectional view of a prior art reinforcement head. (Overview of the prior art) 図6は図5の受圧板付近の一部を拡大した断面図である(先行技術説明図)。6 is an enlarged cross-sectional view of a part near the pressure receiving plate in FIG. 5 (prior art illustration).

本発明の網固定ブロックのみのの平面図と断面図を図1と図2に示し、網固定ブロックに網をセットした実施形態の平面図と断面図をそれぞれ図3と図4に示す。また、補強土工全体の実施形態を図5に示す。 網固定ブロックは、一辺10〜40cmのもので、厚さは植生基材吹付より厚い3cm以上、10cm未満のものである。図1と図2に示したように網固定ブロックには、平面1から突起した四角錘台1´が複数あり、中央に補強材が入る穴1bがある。網固定ブロックの四角錘台1の間の窪みに網7をセットし、網固定ブロックの上面まで固練りモルタルを詰め、固練りモルタルが硬化することにより、網は網固定ブロック内のモルタルに固定される。  FIGS. 1 and 2 show a plan view and a sectional view of only the mesh fixing block of the present invention, and FIGS. 3 and 4 respectively show a plan view and a sectional view of an embodiment in which a mesh is set on the mesh fixing block. An embodiment of the entire reinforced earth work is shown in FIG. The net fixing block is 10 to 40 cm on a side, and the thickness is 3 cm or more and less than 10 cm thicker than the vegetation substrate spraying. As shown in FIGS. 1 and 2, the net fixing block has a plurality of square frustums 1 ′ protruding from the plane 1, and a hole 1 b into which a reinforcing material enters at the center. The net 7 is set in the recess between the square frustum blocks 1 of the net fixing block, and the kneaded mortar is filled up to the upper surface of the net fixing block. Is done.

本発明の実施形態を、施工順序に従って以下に示す。図5に示したように、地盤中に径42〜115mmの長さ6m以下の穴を穿孔し、地盤中にセメントミルク4を充填した後、スペーサー5を取りつけたネジが付いた鋼棒3を挿入し、あるいは、鋼棒3に径15〜21mmのパイプを先端付近まで取りつけてその先端からセメントミルク4を吐出して、削孔した穴の内部でセメントミルクが硬化し、補強材3と周囲の地盤が一体化する。  Embodiment of this invention is shown below according to construction order. As shown in FIG. 5, after drilling a hole with a diameter of 42 to 115 mm and a length of 6 m or less in the ground, and filling the ground with cement milk 4, the steel rod 3 with a screw to which the spacer 5 is attached is attached. Inserting or attaching a pipe with a diameter of 15 to 21 mm to the steel rod 3 to the vicinity of the tip and discharging the cement milk 4 from the tip, the cement milk hardens inside the drilled hole, and the reinforcing material 3 and the surroundings The ground is integrated.

穴2から漏れ出すためにセメントミルクを充填できない穴の上部に固練りモルタル6を充填する。網固定ブロック1を補強材3が穴を通るように配置し、斜面全体に金網を敷設する際に、網固定具ブロックの突起1´と別の突起1´の間の窪みに網7を入れ、固練りモルタル8を網固定ブロックの突起間の隙間を埋めるように充填する。  Solid kneaded mortar 6 is filled in the upper part of the hole that cannot be filled with cement milk in order to leak from hole 2. When the mesh fixing block 1 is arranged so that the reinforcing material 3 passes through the hole, and the wire mesh is laid on the entire slope, the mesh 7 is put in the recess between the projection 1 ′ of the mesh fixing block and another projection 1 ′. Then, the kneaded mortar 8 is filled so as to fill the gaps between the protrusions of the net fixing block.

網固定ブロックの隙間に埋めた固練りモルタル8が硬化する前に、フッ素樹脂塗装などを実施した耐久性が高い四角座金9を被せ、網を内蔵している網固定ブロック内の固練りモルタル8を押さえつける。その後、フッ素樹脂塗装などを施した耐久性が高いネジ10を補強材3に取り付け、ネジ10と補強材3を固定する。  Before the kneading mortar 8 buried in the gap between the net fixing blocks is cured, the kneading mortar 8 in the net fixing block containing the net is covered with a highly durable square washer 9 coated with fluororesin. Press down. Thereafter, a highly durable screw 10 to which fluorine resin coating or the like is applied is attached to the reinforcing material 3, and the screw 10 and the reinforcing material 3 are fixed.

補強材3はエポキシ樹脂塗装鉄筋などコンクリート内部での耐久性は高いが、日光などの紫外線に弱いことが一般的なので、この欠点を克服するために、筒11を被せ、内部に固練りモルタル12を充填する。  Although the reinforcing material 3 has high durability inside concrete such as epoxy resin-coated reinforcing bars, it is generally weak against ultraviolet rays such as sunlight. Therefore, in order to overcome this drawback, the cylinder 11 is covered and solidified mortar 12 Fill.

固練りモルタル8が硬化した後は、網7は網固定ブロックに固定され、固練りモルタル8はさらに四角座金9で押さえつけられているので動かない。さらに、固練りモルタル12が硬化した後は、ナット10と補強材3の腐食が抑制される。  After the kneading mortar 8 is cured, the net 7 is fixed to the net fixing block, and the kneading mortar 8 is further pressed by the square washer 9 so that it does not move. Furthermore, after the kneaded mortar 12 is hardened, corrosion of the nut 10 and the reinforcing material 3 is suppressed.

「実施形態の効果」
補強材頭部がコンクリートに埋設されているため、網とコンクリートや四角座金の間に隙間が無く、雨水や海水飛沫の侵入を受けにくく耐久性が向上する。また、網固定ブロックが、植生基材吹付厚さより厚いため、網固定ブロックの上に設置する四角座金が土壌中に埋没しにくく腐食環境から隔離されることで耐久性が向上する。さらに、四角座金の縁と金網が接触する事が少ないため、金網の耐久性が向上する。
「他の実施形態」
網固定ブロックの突起の形状と数は、網を固定するため目的を果たすものであれば、円錐台、四角錘台、三角錘台、円柱など形状を問うものでは無く、網の目の大きさと網固定ブロックの大きさの関係や目的からして、突起の数を限定するものでは無い。
"Effect of the embodiment"
Since the reinforcing material head is embedded in the concrete, there is no gap between the net and the concrete or the square washer, so that it is difficult to receive intrusion of rainwater or seawater splash and durability is improved. Moreover, since the net fixing block is thicker than the vegetation base material spraying thickness, the square washer installed on the net fixing block is hardly buried in the soil and is isolated from the corrosive environment, thereby improving durability. Further, since the edge of the square washer and the wire mesh are less likely to contact, the durability of the wire mesh is improved.
"Other embodiments"
The shape and number of protrusions of the net fixing block are not limited to the shape of a truncated cone, square frustum, triangular pyramid, cylinder, etc., as long as they serve the purpose of fixing the net. The number of protrusions is not limited in view of the size relationship and purpose of the net fixing block.

固練りモルタル8と12は、目的を達成する硬化剤であれば、他の充填材でも良い。四角座金9とナット10の金属保護被膜は、フッ素樹脂コート以外のものでも良い。
四角座金9は、慣例により四角座金と呼ぶが、材質は、金属に限らず、コンクリートやFRPなど金属以外の材料でも良い。
金網は、金属製に限定したものでは無く、合成樹脂製のものなどを含み、材質は問わない。網固定ブロックは、図4の網固定ブロックを上下逆にし、地盤側に突起を設置させる場合も含む。
The solidified mortars 8 and 12 may be other fillers as long as they are curing agents that achieve the purpose. The metal protective film of the square washer 9 and the nut 10 may be other than the fluororesin coat.
The square washer 9 is conventionally called a square washer, but the material is not limited to metal, and may be a material other than metal such as concrete or FRP.
The wire mesh is not limited to metal, but may be made of any material including synthetic resin. The net fixing block includes a case where the net fixing block of FIG. 4 is turned upside down and a protrusion is installed on the ground side.

1 網固定ブロック
1´ 網固定ブロックの突起
1b 網固定ブロックに補強材を通す穴
2 地盤中に穿孔した穴
3 補強材
4 セメントミルク
5 スペーサー
6 固練りモルタル(穿孔した穴を埋め戻すための固練りモルタル)
7 金網
8 固練りモルタル(網固定ブロックの内部に充填するための固練りモルタル)
9 四角座金
10 ナット
11 筒
12 固練りモルタル(筒の内部を充填するための固練りモルタル)
DESCRIPTION OF SYMBOLS 1 Net fixing block 1 'Protrusion 1b of net fixing block Hole for passing reinforcing material through net fixing block 2 Hole drilled in ground 3 Reinforcing material 4 Cement milk 5 Spacer 6 Solid mortar (Solid mortar Mortar)
7 Wire net 8 Solid kneading mortar
9 Square washer 10 Nut 11 Tube 12 Solid mortar (solid mortar for filling the inside of the tube)

Claims (2)

補強土工とアンカー工の頭部に固定して、斜面崩壊が発生し荷重が網に作用しても網が損傷を受けることがなく、かつ網固定部に海水飛沫や雨水など金属の耐久性を低下させる物質が侵入し難い長期的な耐久性を維持できる固練りモルタルと組み合わせて網を固定することを特徴とする補強土の金網固定装置。  Fixed to the head of reinforced earthwork and anchor work, even if slope collapse occurs and the load acts on the net, the net will not be damaged, and the net fixing part has durability for metals such as seawater splashes and rainwater. A wire mesh fixing device for reinforcing soil, characterized in that the mesh is fixed in combination with a kneaded mortar capable of maintaining long-term durability in which a substance to be lowered cannot easily enter. 耐久性向上のために、四角座金などの金属製品を土壌より高い位置に設置できることを特徴とした請求項1の金網固定装置。  The wire mesh fixing device according to claim 1, wherein a metal product such as a square washer can be installed at a position higher than the soil in order to improve durability.
JP2013236279A 2013-10-28 2013-10-28 Wire-netting fixing device for reinforced soil of slope having long term durability Pending JP2015086672A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019094692A (en) * 2017-11-24 2019-06-20 株式会社ダイカ Slope face stabilization structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019094692A (en) * 2017-11-24 2019-06-20 株式会社ダイカ Slope face stabilization structure

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