JPH08184057A - Construction method for slope of land - Google Patents

Construction method for slope of land

Info

Publication number
JPH08184057A
JPH08184057A JP32822994A JP32822994A JPH08184057A JP H08184057 A JPH08184057 A JP H08184057A JP 32822994 A JP32822994 A JP 32822994A JP 32822994 A JP32822994 A JP 32822994A JP H08184057 A JPH08184057 A JP H08184057A
Authority
JP
Japan
Prior art keywords
rail
boring machine
slope
winch
bored
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.)
Pending
Application number
JP32822994A
Other languages
Japanese (ja)
Inventor
Kazuyuki Yamashita
一之 山下
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.)
SAN BEAUTY KAIHATSU KK
Original Assignee
SAN BEAUTY KAIHATSU 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 SAN BEAUTY KAIHATSU KK filed Critical SAN BEAUTY KAIHATSU KK
Priority to JP32822994A priority Critical patent/JPH08184057A/en
Publication of JPH08184057A publication Critical patent/JPH08184057A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE: To promote work efficiency by mounting a leaning rail on a horizontal rail provided to the lower edge of a parallel-crosses shaped reinforced concrete slope in a horizontally movable manner, and providing a boring machine thereto in a liftable manner to bore water-holes in parallel crosses. CONSTITUTION: A leaning rail 4 is moved along a horizontal rail 3 so that a drill of a boring machine 7 comes to the front of a vertical beam of a parallel-crosses shaped reinforced beam 2. Then, after the rail 4 is fixed to the beam 2, a winch 8 is driven to wind up a wire rope 9, and a lift up and down frame 6 of the boring machine 7 is raised up to cross sections 11 to be bored along the rail 4. Then, when the front end of the drill of the boring machine 7 is positioned at the front of a place to be bored, the operation of the winch 8 is stopped to stop the boring machine 7 at the position. Water holes 12 are bored in the cross sections 11 up to specific depth with the drill of the boring machine 7. In the same way, the water holes 12 are bored in the whole beam 2. By the constitution, construction can be easily and safely carried out without building any scaffold, and cost can be reduced.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、ダム、堤防、道路及
び宅地造成等の土木工事を行う際に必要な土地の法面の
構築工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a construction method for constructing a slope of a land necessary for carrying out civil engineering works such as dams, embankments, roads and residential land development.

【0002】[0002]

【従来の技術】従来のこの種の土地の法面の構築工法
は、予め井桁状の鉄筋コンクリート製補強梁を構築した
法面の全面に亘ってパイプ材や板材等を組んで足場を構
築し、その足場の上に削孔機を据え付け、その削孔機で
井桁状の補強梁の交差部に通水孔を形成している。
2. Description of the Related Art In the conventional construction method of the slope of this kind of land, a scaffold is constructed by assembling pipe materials, plate materials, etc. over the entire slope where the reinforcing beam made of reinforced concrete in the shape of double girder is constructed in advance. A drilling machine is installed on the scaffolding, and the drilling machine forms water holes at the intersections of the reinforcing beams in the shape of girders.

【0003】[0003]

【発明が解決しようとする課題】上記の工法は、法面に
沿って足場を組み、その上に削孔機を据え付け、所定数
の通水孔の削孔作業を行った後、削孔機を足場から降ろ
し、更に足場を組み足し、削孔機をその上に据え付け、
再び削孔作業を行う、という一連の削孔作業を繰り返し
て行われる。前記補強梁を構築する法面は、通常広範囲
に亘るので、このような削孔作業によると、大変な労力
と長時間を要し、また足場を構築するために多量のパイ
プ材や板材を要する。更に、削孔機を足場上に上げ降ろ
しするためにクレーン等を用いるため、足場が高くなれ
ばなる程大きな危険を伴うことは否めない。
SUMMARY OF THE INVENTION In the above construction method, a scaffold is formed along the slope, a drilling machine is installed on the scaffolding, and after drilling a predetermined number of water holes, the drilling machine is drilled. From the scaffolding, add more scaffolding, install the drilling machine on it,
A series of drilling work of carrying out drilling work again is repeated. Since the slope for constructing the reinforcing beam is usually wide-ranging, such drilling work requires a great deal of labor and a long time, and a large amount of pipe material or plate material is required for constructing the scaffold. . Furthermore, since a crane or the like is used to raise and lower the boring machine on and off the scaffold, it cannot be denied that the higher the scaffold, the greater the danger.

【0004】[0004]

【問題点を解決するための手段】本発明の土地の法面の
構築工法は、土地の法面に形成した井桁形状の鉄筋コン
クリート製補強梁の交差部に通水孔を形成する法面の構
築工法において、該法面の下縁に沿って水平レールを設
け、該水平レール上に、同法面に沿って水平方向に移動
可能な立掛レールの下部を載置し、該立掛レールに沿っ
て削孔機を昇降自在に設け、該立掛レールにウインチを
設け、その削孔機とウインチをウインチのワイヤーロー
プで結合し、前記井桁状の補強梁の各交差部に削孔機を
順次駐停し、そこに通水孔を該削孔機で穿設することで
ある。
[Means for Solving the Problems] The construction method of the slope of the land of the present invention is to construct a slope for forming a water passage hole at the intersection of the reinforcing beam made of reinforced concrete having a double girder shape formed on the slope of the land. In the construction method, a horizontal rail is provided along the lower edge of the slope, and a lower portion of a standing rail that is movable in the horizontal direction along the slope is placed on the horizontal rail. A boring machine is provided so that it can be lifted and lowered, a winch is provided on the standing rail, the boring machine and the winch are connected by a wire rope of a winch, and a boring machine is provided at each intersection of the cross beam-shaped reinforcing beams. It is to stop and park one by one, and to make water passages there by the boring machine.

【0005】[0005]

【作用】法面の下縁に沿って設けた水平レール上に設け
た立掛レールを、その状態で法面に沿って水平方向に移
動して所定位置に停止する。次に、ウインチを駆動てワ
イヤーロープを伸縮することによって削孔機を立掛レー
ルに沿って昇降し、前記井桁状の補強梁の所定の交差部
に削孔機を駐停し、その交差部に通水孔を該削孔機で穿
設する。その後削孔機を土地の法面に沿って移動させ、
次の所望の箇所に削孔機を駐停し、そこに別の通水孔を
穿設する。
The standing rail provided on the horizontal rail provided along the lower edge of the slope is moved horizontally along the slope in that state and stopped at a predetermined position. Next, by driving the winch to elongate and retract the wire rope, the boring machine is moved up and down along the standing rail, and the boring machine is parked at a predetermined intersection of the double beam-shaped reinforcing beam, and the intersection is formed. A water passage hole is bored by the boring machine. Then move the boring machine along the slope of the land,
The boring machine is parked at the next desired location, and another water passage is bored there.

【0006】[0006]

【実施例】この発明の土地の法面の構築工法の実施例を
添付の図面によって説明すると、まず、コンクリート製
の補強梁2を形成した法面1の下縁1aに沿って水平レ
ール3を敷設する。その水平レール3上に梯子状の立掛
レール4の下部のローラ5を載置し、該立掛レール4を
その全長に亘って前記法面1に沿うように立て掛ける。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the construction method of a slope of land according to the present invention will be described with reference to the accompanying drawings. First, a horizontal rail 3 is installed along a lower edge 1a of a slope 1 on which a reinforcing beam 2 made of concrete is formed. Lay. A roller 5 at the bottom of a ladder-like standing rail 4 is placed on the horizontal rail 3, and the standing rail 4 is leaned along the slope 1 over its entire length.

【0007】立掛レール4に昇降枠6を介して削孔機7
を昇降自在に設けると共に、該立掛レール4の昇降枠6
の一部分6aの上端にウインチ8を据え付ける。次に、
該ウインチ8に一端を巻きつけられているワイヤーロー
プ9の他端を、立掛レール4の上部に吊下している滑車
10を経由して前記昇降枠6の一部分6bに結合する。
A boring machine 7 is mounted on a standing rail 4 via an elevating frame 6.
And a lifting frame 6 for the standing rail 4
The winch 8 is installed on the upper end of the portion 6a of the. next,
The other end of the wire rope 9 whose one end is wound around the winch 8 is connected to a part 6b of the elevating frame 6 via a pulley 10 which is suspended above the standing rail 4.

【0008】次に、井桁状の補強梁2の交差部11に通
水孔12を穿孔する工程について説明すると、図1に示
すように、削孔機7のドリル7aが、井桁状の梁のうち
垂直方向の梁の正面にくるように、立掛レール4を水平
レール3に沿って移動させる。削孔機7の位置が決まっ
たら、立掛レール4を、水平方向に移動しないように、
適宜な固定手段(図示せず)で補強梁2に固定する。
Next, the process of drilling the water passage holes 12 at the intersections 11 of the reinforcing beam 2 having a double beam shape will be described. As shown in FIG. 1, the drill 7a of the boring machine 7 is a beam having a double beam shape. The standing rail 4 is moved along the horizontal rail 3 so as to come to the front of the beam in the vertical direction. Once the position of the boring machine 7 is determined, do not move the standing rail 4 horizontally.
It is fixed to the reinforcing beam 2 by an appropriate fixing means (not shown).

【0009】次に、ウインチ8を駆動させてワイヤーロ
ープ9を巻き上げ、穿孔予定の補強梁2の交差部11ま
で前記削孔機7の昇降枠6を立掛レール4に沿って上昇
させる。削孔機7のドリル7aの先端が穿孔予定箇所の
正面に位置した際、ウインチ8の駆動を止め、削孔機7
をその場所に駐停する。そして、図2に示すように、削
孔機7のドリル7aを回転させながら法面1に向かって
下降し、該交差部11に通水孔12を穿設する。通水孔
12を所定の深さまで穿設し終えたら、前記削孔機7を
法面1から離れるまで上昇させる。
Next, the winch 8 is driven to wind up the wire rope 9, and the elevating frame 6 of the boring machine 7 is raised along the standing rail 4 to the intersection 11 of the reinforcing beam 2 to be drilled. When the tip of the drill 7a of the boring machine 7 is located in front of the planned drilling point, the driving of the winch 8 is stopped and the boring machine 7 is stopped.
Park at that location. Then, as shown in FIG. 2, while rotating the drill 7 a of the hole drilling machine 7, the drill 7 a descends toward the slope 1 to form a water passage hole 12 at the intersection 11. When the water passage hole 12 has been drilled to a predetermined depth, the boring machine 7 is raised until it is separated from the slope 1.

【0010】以上のようにしてひとつの通水孔12の穿
孔作業が終わった後、この一連の作業、すなわち、立掛
レール4の水平レールに沿った移動、削孔機7の立掛レ
ール4に沿った移動・駐停、削孔機7による通水孔12
の穿設、及び削孔機の上昇を繰り返し、補強梁2の全面
に亘って穿孔作業を行う。
After the drilling work of one water passage hole 12 is completed as described above, this series of work, that is, the movement of the standing rail 4 along the horizontal rail, the standing rail 4 of the hole drilling machine 7 is performed. Moving / parking along, water hole 12 by hole drilling machine 7
Repeating the drilling and the raising of the drilling machine, the drilling work is performed over the entire surface of the reinforcing beam 2.

【0011】なお、この発明は上記の実施例に限定され
るものではなく、この発明の技術範囲内において、その
構成を適宜変更したり、あるいは付加して実施すること
ができることは言うまでもない。例えば、ウインチ8を
立掛レール4の昇降枠6上ではなく、土地の法面1上方
の平地上(図示せず)等に設置したり、あるいは滑車1
0を立掛レール4の上部に吊下するかわりに、法面1の
上方の平地上(図示せず)等に設置してもよい。
It is needless to say that the present invention is not limited to the above-described embodiments, and the configuration can be appropriately changed or added within the technical scope of the present invention. For example, the winch 8 is installed not on the elevating frame 6 of the standing rail 4 but on the flat ground (not shown) above the slope 1 of the land, or the pulley 1
Instead of suspending 0 on the upper part of the standing rail 4, it may be installed on the flat ground (not shown) above the slope 1.

【0012】[0012]

【発明の効果】この発明は以上のように構成したので、
足場を土地の法面に沿って広い範囲に構築することな
く、削孔機を法面の全面に亘って容易に所望の箇所に移
動させて穿孔作業を行うことができる。従って、足場の
構築にかかる多量のパイプ材や丸太を必要とせず、足場
を構築するための多大な労力と時間を要しないので、大
幅にコストを削減することができる。
Since the present invention is constructed as described above,
It is possible to easily move the drilling machine to the desired location over the entire slope surface for drilling work without constructing the scaffold in a wide area along the slope surface of the land. Therefore, a large amount of pipe material and logs required for constructing the scaffold are not required, and a large amount of labor and time for constructing the scaffold are not required, so that the cost can be significantly reduced.

【0013】また、削孔機を足場上に据え付ける際の手
間や、ひとつの削孔作業毎に削孔機をその足場上から取
り外して、別の場所に移動させ、再びそこに据え付ける
際の危険な作業を省き、穿孔作業を効率的かつ安全に行
うことができる。
Further, it is troublesome to install the drilling machine on the scaffolding, and it is dangerous to remove the drilling machine from the scaffolding for each drilling work, move it to another place, and install it again. It is possible to perform the drilling work efficiently and safely by omitting unnecessary work.

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

【図1】この発明の一実施例を示す図である。FIG. 1 is a diagram showing an embodiment of the present invention.

【図2】図1のII−II線部の断面図である。FIG. 2 is a cross-sectional view taken along the line II-II in FIG.

【符号の説明】[Explanation of symbols]

3 水平レール 4 立掛レール 5 ローラ 6 昇降枠 7 削孔機 8 ウインチ 11 交差部 12 通水孔 3 Horizontal rail 4 Standing rail 5 Roller 6 Lifting frame 7 Drilling machine 8 Winch 11 Intersection 12 Water passage hole

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 土地の法面に形成した井桁形状の鉄筋コ
ンクリート製補強梁の交差部に通水孔を形成する法面の
構築工法において、該法面の下縁に沿って水平レールを
設け、該水平レール上に、同法面に沿って水平方向に移
動可能な立掛レールの下部を載置し、該立掛レールに沿
って削孔機を昇降自在に設け、該立掛レールにウインチ
を設け、その削孔機とウインチをウインチのワイヤーロ
ープで結合し、前記井桁状の補強梁の各交差部に削孔機
を順次駐停し、そこに通水孔を該削孔機で穿設すること
を特徴とする土地の法面の構築工法。
1. A method of constructing a slope for forming a water passage hole at an intersection of a reinforcing beam made of reinforced concrete having a double girder shape formed on a slope of a land, in which a horizontal rail is provided along the lower edge of the slope. On the horizontal rail, a lower part of a standing rail that is horizontally movable along the same slope is placed, and a boring machine is vertically movable along the standing rail, and a winch is provided on the standing rail. The drilling machine is connected to the winch by a winch wire rope, and the drilling machine is sequentially parked at each intersection of the cross beam reinforcement beams, and water holes are drilled there. Construction method of the slope of the land, which is characterized by the construction.
JP32822994A 1994-12-28 1994-12-28 Construction method for slope of land Pending JPH08184057A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32822994A JPH08184057A (en) 1994-12-28 1994-12-28 Construction method for slope of land

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32822994A JPH08184057A (en) 1994-12-28 1994-12-28 Construction method for slope of land

Publications (1)

Publication Number Publication Date
JPH08184057A true JPH08184057A (en) 1996-07-16

Family

ID=18207891

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32822994A Pending JPH08184057A (en) 1994-12-28 1994-12-28 Construction method for slope of land

Country Status (1)

Country Link
JP (1) JPH08184057A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007332589A (en) * 2006-06-13 2007-12-27 Tanigaki Kenko:Kk Moving method for excavator on mold
JP2017155550A (en) * 2016-03-04 2017-09-07 株式会社三共 Anchor work method of slope face and rail unit set used therefor
CN108755718A (en) * 2018-08-20 2018-11-06 刘道满 High Slope on Expressway beats anchor shaft anchor cable apparatus for work
CN110004953A (en) * 2019-05-10 2019-07-12 涪特智能装备(重庆)有限公司 A kind of side slope or retaining wall construction trolley
CN113479829A (en) * 2021-07-06 2021-10-08 中国十七冶集团有限公司 Slope protection prefabricated interlocking block mounting tool
CN113957911A (en) * 2021-11-17 2022-01-21 国网新源控股有限公司 Ecological restoration vegetation concrete slope protection structure suitable for hard rock steep slope and construction method thereof

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007332589A (en) * 2006-06-13 2007-12-27 Tanigaki Kenko:Kk Moving method for excavator on mold
JP2017155550A (en) * 2016-03-04 2017-09-07 株式会社三共 Anchor work method of slope face and rail unit set used therefor
CN108755718A (en) * 2018-08-20 2018-11-06 刘道满 High Slope on Expressway beats anchor shaft anchor cable apparatus for work
CN110004953A (en) * 2019-05-10 2019-07-12 涪特智能装备(重庆)有限公司 A kind of side slope or retaining wall construction trolley
CN110004953B (en) * 2019-05-10 2023-11-21 涪特智能装备(重庆)有限公司 Slope or retaining wall construction trolley
CN113479829A (en) * 2021-07-06 2021-10-08 中国十七冶集团有限公司 Slope protection prefabricated interlocking block mounting tool
CN113957911A (en) * 2021-11-17 2022-01-21 国网新源控股有限公司 Ecological restoration vegetation concrete slope protection structure suitable for hard rock steep slope and construction method thereof

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