JP2018009430A - Device and method for constructing retaining wall in disaster-relief work - Google Patents

Device and method for constructing retaining wall in disaster-relief work Download PDF

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JP2018009430A
JP2018009430A JP2016150652A JP2016150652A JP2018009430A JP 2018009430 A JP2018009430 A JP 2018009430A JP 2016150652 A JP2016150652 A JP 2016150652A JP 2016150652 A JP2016150652 A JP 2016150652A JP 2018009430 A JP2018009430 A JP 2018009430A
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formwork
construction
separator
slope
concrete
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満夫 河原
Mitsuo Kawahara
満夫 河原
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SUNRISE CO Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a retaining wall construction in disaster-relief work, which can minimize work of drilling and transporting natural ground on a slope and disassemble and export a formwork without working on the natural ground side.SOLUTION: A concrete formwork 1 and members that are made of steel are mainly used at the site. A separate 2 is passed through a drip hole 3 so that the formwork on slope side can be removed by removing the separate after placing concrete without requiring an operator to enter the site on the slope side. As constructing multiple steps requires the steps to be tightly held in vertical direction even if the formwork is made of steel, a formwork binding metal fitting is formed so as to be spliced.SELECTED DRAWING: Figure 1

Description

本発明は、土砂災害・法面崩壊等における緊急災害復旧工事等においての工期短縮・工事費削減・危険回避を考慮した擁壁工事に関するものである。      The present invention relates to a retaining wall construction that takes into account shortening of construction period, construction cost reduction, and risk avoidance in emergency disaster recovery work in case of earth and sand disasters and slope failure.

従来の擁壁等の工事の方法は、擁壁を施工する山側の土を削って足場を組み立てる為に大量の土を切土し、搬出している。      The conventional method of construction such as retaining walls cuts and removes a large amount of soil in order to assemble the scaffolding by shaving the soil on the mountain side where the retaining wall is to be constructed.

また、工事進行中や工事後に搬出した切土を再度擁壁の裏にあたる山側に埋め戻している。      In addition, the cuts carried out during or after construction are backfilled again on the mountain side behind the retaining wall.

河川の護岸工事や道路の法面の擁壁にはコンクリート2次製品のブロック等が使用されるが、注文してから搬入までの日数が掛かる場合が多い。      Concrete revetment blocks are used for river revetment work and road slope retaining walls, but it often takes days from ordering to delivery.

一般に使用されているブロックにおいては、経験・体力等が必要不可欠であり、工事所要日数も長期に成る事が多い。    In the block generally used, experience, physical strength, etc. are indispensable, and the construction days are often long.

山間部等において大型ブロックを使用する場合に、輸送の問題が発生する事が多い。    When large blocks are used in mountainous areas, transportation problems often occur.

型枠等の組み立て及び解体等において、重大な災害が起こる事がある。    Serious disasters may occur during assembly and disassembly of formwork.

現在木製の型枠が一般的であるが、自然破壊や、ゴミによる環境汚染が深刻な問題と成っている。    Currently, wooden formwork is common, but natural destruction and environmental pollution caused by garbage are serious problems.

擁壁の工事をする法面の切土を最大限に減らし、時間・労務費・化石燃料の削減を行う必要がある。    It is necessary to reduce the cut of the slope where the retaining wall is constructed as much as possible to reduce time, labor costs and fossil fuel.

従来の工法によるコンクリート工事の法面や、コンクリート2次製品では色彩が無く、殺風景である。    There is no color in the slope of concrete work by the conventional construction method and secondary concrete products, and it is a murderous scene.

工事施工中の法面崩落による重大災害を無くす為に、施工する擁壁と法面の間には立ち入らないようにする必要がある。    In order to eliminate serious disasters caused by slope collapse during construction work, it is necessary not to enter between the retaining wall and slope.

現場において施工するコンクリートの型枠及び部材を主に鋼製とする。    The concrete formwork and members to be constructed on site will be mainly made of steel.

水抜き穴にセパレートを通し、コンクリート打設後セパレートを取り外して法面側の型枠を作業員が入らなくても外せるようにした。    The separator was passed through the drainage hole, and after placing the concrete, the separator was removed so that the sloped formwork could be removed without the need for an operator.

数段施工する場合には、型枠が鋼製で有っても縦の押さえが必要になるので、ホームタイを重ね繋ぎが出来るようにした。(図2・図3)    In the case of several stages of construction, a vertical press is required even if the formwork is made of steel, so the home ties can be overlapped and connected. (Figures 2 and 3)

斜壁等で型枠とセパレートが直角とならない場合、セパレートを曲げて施工するとコンクリート打設時に型枠が開いてしまい、正確な施工が出来なくなるため、セパレートを曲げずに角度のついた部材を取り付ける。(図6・図7)    If the formwork and the separation are not at right angles due to a slanted wall, etc., if the work is done with a separate bend, the formwork will open when the concrete is placed, and accurate construction will not be possible. Install. (Figs. 6 and 7)

法面に矢板等が施工出来無く、型枠やホームタイ等が設置・解体出来ない場合等は鉄板に補強板を取り付けて内ネジを施し、セパレートをねじ込んで型枠とする。(図8)    If a sheet pile or the like cannot be constructed on the slope and a formwork or home tie cannot be installed or dismantled, attach a reinforcing plate to the iron plate, apply internal screws, and screw the separate into the formwork. (Fig. 8)

水抜き穴が不要な場所にホームタイを取り付ける場合には、型枠をホームタイと部材で挟み単管等を取り付ける。(図9−13)    When attaching a home tie to a place where a drain hole is not required, a single pipe or the like is attached by sandwiching the formwork between the home tie and a member. (Fig. 9-13)

鉄板を型枠として法面側に設置する場合安定しないので、先行して部材をアンカーで固定してから部材の上に乗せて施工する。鉄板の上部には固定のためズレ止め用に部材を取り付けて、サポートをボルトで固定する。(図10・図11)    When an iron plate is installed on the slope side as a formwork, it is not stable, so the member is fixed with an anchor in advance and then placed on the member. A member is attached to the top of the iron plate to prevent misalignment, and the support is fixed with bolts. (FIGS. 10 and 11)

水抜き穴から土や砕石等が流出しないように法面側にキャップをセットするため、キャップをねじ込んだ挿入棒を表側から差し込んで、砕石等で埋め戻し固定してから引き抜く。(図12)    To set the cap on the slope side so that soil and crushed stones do not flow out of the drain hole, insert the insertion rod with the cap screwed in from the front side, backfill and fix with crushed stone, etc. and then pull out. (Fig. 12)

コンクリート2次製品には石積み模様のブロックが有るが、現場打ちコンクリートに於いては殺風景と成り易いので、景観上必要で有るなら偽石模様の型枠を用いる。(図13)    There are masonry blocks in secondary concrete products, but in the case of on-site concrete, it is easy to kill, so if necessary for the landscape, use a fake stone pattern. (Fig. 13)

国・都道府県・市町村等において、花・木・鳥等の模様・色彩等が必要な場所に於いては、その模様の型枠を使用し、色彩が必要で有れば色素注入用ガンにより注入出来るようにニップルを取り付けた型枠を使用する。    In places where patterns, colors, etc. of flowers, trees, birds, etc. are required in countries, prefectures, municipalities, etc., use the pattern form, and if color is required, use a dye injection gun. Use a mold with a nipple attached so that it can be poured.

木材の使用を極力削減し鋼製の材料を使うことによって、必要外の森林伐採を無くし、産業廃棄物を減らし、工期短縮・工事費削減・危険回避を行う事が出来る。    By reducing the use of wood as much as possible and using steel materials, it is possible to eliminate unnecessary deforestation, reduce industrial waste, shorten construction periods, reduce construction costs, and avoid dangers.

主に型枠1段の場合に用いる方法で、セパレートを水抜き穴に差込み、ホームタイで型枠を押さえて単管パイプ等で型枠を固定させる。    This method is mainly used in the case of one stage of the mold, and the separator is inserted into the drain hole, and the mold is fixed with a single pipe or the like by holding the mold with a home tie. 主に型枠を2段以上にする場合に用いる方法で、セパレートを水抜き穴に差込み、ホームタイで型枠を押さえて単管パイプ等で型枠を固定させるが、下段と上段とを固定するためホームタイを2段重ねにして単管パイプ等を縦と横に使用する。    This method is mainly used when the formwork is made up of two or more stages. The separator is inserted into the drainage hole, the formwork is held with a home tie and the formwork is fixed with a single pipe, etc., but the lower and upper stages are fixed. To do this, the home ties are stacked in two layers and single pipes are used vertically and horizontally. 図2の様にホームタイを2段重ねで使用する場合の使用方法。    Usage method when using home ties in two layers as shown in FIG. 型枠1段を垂直に使用し、直壁のコンクリートを施工する場合の方法。先行工事の基礎にアンカーを打ち込み斜面側の型枠を差込み、手前側の型枠をナットで固定する。斜面側の型枠が外れ易い様に剥離剤または油紙を使用する。    This is a method for constructing straight wall concrete using one level of formwork vertically. The anchor is driven into the foundation of the preceding construction, the formwork on the slope side is inserted, and the front formwork is fixed with a nut. Use a release agent or oil paper so that the mold on the slope side can be easily removed. 通常上部は傾斜により直壁と法面との間隔が開くので1段目より上は従来の施工方法で行えるが、急な崖地等で危険が伴う恐れがある場合には1段目の型枠から出ているボルトに2段目を差込み、出来れば両側をナットで締め付けて安定させる。    Since the upper part usually has a gap between the straight wall and the slope due to the inclination, it can be done with the conventional construction method above the first stage, but if there is a risk of danger in a steep cliff, etc. Insert the second stage into the bolt coming out of the frame, and if possible, tighten both sides with nuts to stabilize. 直壁で無い場合等で、セパレートと型枠が直角に成らない場合の施工方法で、セパレートとホームタイの間に角度の付いた部材を取り付ける。この部材を使うことによってセパレートを曲げずに角度のある型枠でも正確な寸法に施工出来る。    Install a member with an angle between the separate and the home tie in a construction method where the separation and the formwork are not at right angles, such as when it is not a straight wall. By using this member, it is possible to construct an accurate form with an angled formwork without bending the separate. 図6の直角で無い場合の部材の取り付け詳細図。    FIG. 7 is a detailed view of attachment of members when not perpendicular to FIG. 6. 災害復旧等で斜面側の型枠が抜けなくなる恐れが有る場合等の施工方法で、斜面側に鉄板を用いセパレートを取り付けられる様に補強板を取り付け内ネジを施す。これにより水抜き穴に差し込んだセパレートをコンクリート打設後外す事によって鉄板を剥がして撤去する事が出来る。    With a construction method such as when there is a possibility that the formwork on the slope side may not be removed due to disaster recovery etc., attach a reinforcing plate and apply internal screws so that a separate can be attached using an iron plate on the slope side. As a result, the steel plate can be peeled off by removing the separator inserted into the drainage hole after placing the concrete. 図8を斜壁に使用する場合の施工方法で、先行工事の基礎にアンカーで部材を固定し、部材の上に鉄板を乗せて安定させる。    In the construction method in the case of using FIG. 8 for a slant wall, a member is fixed to the foundation of the preceding construction with an anchor, and an iron plate is placed on the member to be stabilized. 図9の施工方法。(1)アンカーで固定した部材に鉄板を乗せて安定させる。 (2)斜壁勾配に合わせて設置する。鉄板の上部には固定用金具を取り付けてボルトで緊結し、法面までの距離に適合したサポートを固定用金具にボルトで固定する。 (3)水抜き穴にセパレートを通して鉄板の内ネジに捻じ込み、型枠の外側からセパレートのネジにホームタイを捻じ込んで、単管パイプ等で型枠を固定する。 (4)コンクリート打設後表側の単管パイプ・ホームタイを外しセパレートの6角ボルトを回して外し、表側の型枠を撤去する。裏側の鉄板を撤去すると同時に水抜き穴にキャップを取り付け、砕石等を埋めながらサポートと固定金具を撤去する。    The construction method of FIG. (1) An iron plate is placed on a member fixed with an anchor and stabilized. (2) Install according to the inclined wall slope. Attach a fixing bracket to the top of the iron plate and tighten it with bolts, and fix the support that fits the distance to the slope to the fixing bracket with bolts. (3) The separator is passed through the drain hole and screwed into the inner screw of the iron plate, the home tie is screwed into the separate screw from the outside of the mold, and the mold is fixed with a single pipe or the like. (4) After placing the concrete, remove the single pipe pipe / home tie on the front side, turn the separate hexagonal bolt and remove it, and remove the formwork on the front side. At the same time as removing the iron plate on the back side, attach a cap to the drain hole, and remove the support and fixing brackets while filling crushed stones. (1)鉄板の上部固定部材。固定部材と鉄板を固定するためのボルトと、固定部材とサポートを固定するためのボルトの取り付け詳細図。 (2)鉄板の下部固定部材。    (1) An upper fixing member of an iron plate. FIG. 5 is a detailed mounting diagram of a bolt for fixing the fixing member and the iron plate and a bolt for fixing the fixing member and the support. (2) A steel plate lower fixing member. 水抜き穴用キャップ。コンクリート打設後型枠を撤去してから水抜き穴に差込み、砕石等を埋め戻してから挿入棒を回し緩めて引き抜く。    Cap for drain hole. After placing the concrete, remove the formwork, insert it into the drain hole, refill the crushed stone, etc., then turn the insertion rod and loosen it. セパレートを通す穴の開いた型枠と偽石模様を施した型枠とその断面図。    Formwork with a hole through which a separate is passed, formwork with a fake stone pattern, and a cross-sectional view thereof. 景観上コンクリート打ち放しでは良くない場合に型枠にニップルを取り付けておいてコンクリート打設、バイブレーター使用後固まる前に色素注入用ガンを用いてニップルからコンクリートの中に色素を注入する。    When it is not good to leave concrete on the landscape, a nipple is attached to the formwork, and the concrete is placed. After the vibrator is used, the dye is injected into the concrete from the nipple using a dye injection gun before setting.

本発明の擁壁等工事の装置及び方法は緊急を要する災害復旧工事だけではなく、通常工事に於いても工期短縮・工事費削減・危険回避が出来る。    The apparatus and method for the construction of the retaining wall and the like of the present invention can shorten the construction period, reduce the construction cost, and avoid the danger not only in the emergency disaster recovery construction but also in the ordinary construction.

擁壁工事の施工場所から離れた場所で型枠をセパレート・ホームタイ・単管パイプ等で組み立て、固定してからクレーン等で施工場所に設置することが出来る。    The formwork can be assembled with a separate home tie, single pipe pipe, etc. and fixed at a place away from the retaining wall construction site, and then installed at the construction site with a crane.

通常河川等の護岸工事に於いては2次製品のブロックを使用し、無筋コンクリートを打設して下部から上に積み上げて施工するが、本発明では鉄筋を組んでコンクリートを打設する事が出来るので、従来の工事方法より施工後の耐久性が良い。    Usually, in the revetment work of rivers, etc., secondary product blocks are used, and unreinforced concrete is cast and piled up from the bottom, but in the present invention, concrete is cast with reinforcing bars. Therefore, durability after construction is better than conventional construction methods.

1・・・型枠
1a・・・斜壁用型枠セパレータ穴3段
1b・・・裏側用型枠セパレータ穴3段
2・・・セパレータ
3・・・水抜き穴
4a・・・従来のホームタイより短いホームタイ。重ね繋ぎが可能。
4b・・・従来のホームタイと同等の長さ。重ね繋ぎが可能。
5・・・単管パイプ
6・・・剥離剤または油紙
7・・・基礎コンクリート
8・・・アンカーボルト・ナット
9・・・アンカーボルト
10・・・地山・斜面
11・・・鉄板
12・・・内ネジ用補強板
13・・・水抜き穴が不要でホームタイが必要な場合に使用する部材。
14・・・角度が有る型枠のホームタイとセパレータの接続部材。
14a・・・自在用球体付ボルト
14b・・・自在用セパテータ接続部材
15・・・鉄板の下部固定用部材。
16・・・アンカー固定用穴
17a・・・鉄板固定用部材
17b・・・鉄板固定用部材と鉄板のズレ止めボルト。
17c・・・鉄板固定用部材とサポートのズレ止めボルト。
18・・・サポート
19・・・型枠接続ボルト・ナット
20・・・型枠差込み用ボルト
21・・・模様用型枠
22・・・模様用型枠断面図
23・・・色素注入用ニップル
DESCRIPTION OF SYMBOLS 1 ... Formwork 1a ... Formwork separator hole for slant walls 3 steps 1b ... Formwork separator hole for back side 3 steps 2 ... Separator 3 ... Drain hole 4a ... Conventional home Home tie shorter than Thailand. Can be connected in layers.
4b: The same length as a conventional home tie. Can be connected in layers.
5 ... Single pipe pipe 6 ... Release agent or oil paper 7 ... Basic concrete 8 ... Anchor bolt / nut 9 ... Anchor bolt 10 ... Natural mountain / slope 11 ... Iron plate 12.・ ・ Reinforcement plate for inner screw 13 ・ ・ ・ A member used when a drain hole is not required and a home tie is required.
14: A connecting member for the home tie and the separator of the form with an angle.
14a: Bolt with sphere for universal use 14b: Separator connecting member for universal use 15 ... Member for fixing the lower part of the iron plate.
16: Anchor fixing hole 17a: Steel plate fixing member 17b: Steel plate fixing member and iron plate locking bolt
17c: An iron plate fixing member and a support fixing bolt.
DESCRIPTION OF SYMBOLS 18 ... Support 19 ... Formwork connection bolt and nut 20 ... Formwork insertion bolt 21 ... Pattern formwork 22 ... Pattern form cross-sectional view 23 ... Dye injection nipple

Claims (9)

崖地・斜面等での擁壁工事等に於ける切土を少なくし、発生土の運搬・発生土仮置き・施工中、施工後の埋め戻し工事の作業量を少なくする事が出来、工期短縮・工事費削減・危険回避が可能な擁壁工事等の型枠。  Reduces cuts in retaining walls on cliffs, slopes, etc., and reduces the amount of backfill work after construction, during transportation, temporary storage and construction of the generated soil Retaining walls that can be shortened, reduced construction costs and avoided danger. 崖地・土砂崩れ・河川護岸工事等に於いて、裏側の土砂等の除去を最小限にする為に表側から外し、裏側での作業を無くし安全に型枠を解体する為の請求項1記載のセパレータ。  In cliffs, landslides, river revetments, etc., in order to minimize the removal of sediment on the back side, remove it from the front side, eliminate the work on the back side, and safely dismantle the formwork. Separator. 型枠の撤去前に土砂が流入した場合でも解体の出来る請求項1記載の鉄板による型枠。  The formwork by the iron plate of Claim 1 which can be demolished even if earth and sand flows in before removal of a formwork. 傾斜の有る型枠・平行で無い型枠に於いて、セパレータを曲げずに施工する事が出来る部材。(14・14a・14b)  A member that can be installed without bending the separator in inclined or non-parallel molds. (14 ・ 14a ・ 14b) 状況により単管パイプ等を縦横等2段以上にする必要が有る場合に重ねて繋ぐ事が出来るホームタイ。  A home tie that can be connected in layers when there is a need for two or more single pipe pipes depending on the situation. セパレータを使用する必要が無く、型枠にホームタイを取り付ける必要が有る場合に使用する事が出来る部材。(13)  A member that can be used when there is no need to use a separator and a home tie needs to be attached to the formwork. (13) 傾斜が有る場合等の法面と型枠とを支持し安定する事が出来る部材。
(15・16・17a・17b・17c・18)
A member that can support and stabilize the slope and formwork when there is an inclination.
(15, 16, 17a, 17b, 17c, 18)
水抜き穴から土・砕石等が流出する事を防ぐ為のキャップを表側から取り付ける事が出来る挿入棒及びキャップ。  Insertion rod and cap that can be attached from the front side to prevent dirt and crushed stone from flowing out from the drain hole. 現場打ちコンクリートでの擁壁等は殺風景に成り易いが、現場打ちで有っても模様が出来る様に加工をし、色彩が必要な場所に於いては色素注入が出来る様にニップルを付けた型枠。(16・21・22・23)  Retaining walls made of cast-in-place concrete tend to be murdered, but they were processed so that patterns could be made even when cast on-site, and nipples were added so that dyes could be injected where color was required. Formwork. (16, 21, 22, 23)
JP2016150652A 2016-07-12 2016-07-12 Device and method for constructing retaining wall in disaster-relief work Pending JP2018009430A (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110499684A (en) * 2019-08-30 2019-11-26 李桂军 A kind of anti-rain-impact device of Ecological Road
CN113502835A (en) * 2021-07-07 2021-10-15 大连理工大学 Wet cellular assembled gridwork roof beam slope protection structure of connecting
CN114182744A (en) * 2021-12-31 2022-03-15 苏州大学 Degradable hexagonal ecological slope protection device and slope protection method thereof
CN114427204A (en) * 2022-01-07 2022-05-03 四川省公路规划勘察设计研究院有限公司 Key road section road recovery rescue equipment considering landslide hazard

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110499684A (en) * 2019-08-30 2019-11-26 李桂军 A kind of anti-rain-impact device of Ecological Road
CN110499684B (en) * 2019-08-30 2021-11-09 山东神匠建设工程有限公司聊城分公司 Anti-rainwater impact device for ecological road
CN113502835A (en) * 2021-07-07 2021-10-15 大连理工大学 Wet cellular assembled gridwork roof beam slope protection structure of connecting
CN114182744A (en) * 2021-12-31 2022-03-15 苏州大学 Degradable hexagonal ecological slope protection device and slope protection method thereof
CN114427204A (en) * 2022-01-07 2022-05-03 四川省公路规划勘察设计研究院有限公司 Key road section road recovery rescue equipment considering landslide hazard
CN114427204B (en) * 2022-01-07 2023-09-05 四川省公路规划勘察设计研究院有限公司 Key road section road restoration rescue equipment considering landslide hazard

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