JP6596601B2 - Legal tensioning device and legal tensioning method - Google Patents

Legal tensioning device and legal tensioning method Download PDF

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JP6596601B2
JP6596601B2 JP2018556069A JP2018556069A JP6596601B2 JP 6596601 B2 JP6596601 B2 JP 6596601B2 JP 2018556069 A JP2018556069 A JP 2018556069A JP 2018556069 A JP2018556069 A JP 2018556069A JP 6596601 B2 JP6596601 B2 JP 6596601B2
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transverse plate
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scale
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JPWO2018109838A1 (en
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勝司 奥野
憲二 伊藤
達 田中
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KINSOKU CO.,LTD
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/18Making embankments, e.g. dikes, dams
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C15/00Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
    • G01C15/02Means for marking measuring points
    • G01C15/04Permanent marks; Boundary markers

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  • Bulkheads Adapted To Foundation Construction (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Description

本発明は、法丁張装置及び法丁張方法に関する。   The present invention relates to a law tensioning apparatus and a law tensioning method.

図9(a),(b)から図12には、従来の木製角材や板材を用いた法丁張装置及び法丁張方法の一例が示されている。各図の符号Aは法肩、Bは法尻、Cは法面、Dは施工で取り除かれる土砂、δは法面の勾配、hは法尻Bから法肩Aまでの高さを示す。以下の説明では、h:δ×hの比率を勾配垂直距離:勾配水平距離と表記し、また法勾配1:δとは、高さ1mあたり距離δm横方向へ移動することを示し、法肩を通る鉛直線を境に法尻B側を前方、反法尻B側を後方とする。   FIGS. 9 (a) and 9 (b) to 12 show an example of a conventional method of tensioning using a wooden square or plate material and a method of tensioning. In each figure, symbol A is the shoulder, B is the slope, C is the slope, D is earth and sand removed by construction, δ is the slope of the slope, and h is the height from the slope B to the shoulder A. In the following description, the ratio of h: δ × h is expressed as gradient vertical distance: gradient horizontal distance, and the normal gradient 1: δ indicates that the distance moves horizontally by the distance δm per 1 m height. With the vertical line passing through the boundary, the butt B side is defined as the front, and the counter butt B side is defined as the rear.

図9(a)に示すように、先ず、仮鋲1を法肩Aの鉛直線上に垂直に打ち込む。法肩Aから仮鋲までの高さをΔHとする。   As shown in FIG. 9A, first, the temporary tack 1 is driven vertically onto the vertical line of the shoulder A. Let ΔH be the height from the shoulder A to the temporary anchor.

図9(b)に示すように、次に、法肩Aから後方にδ×H以上離して、第1の杭2を地面に垂直に打ち込む。Hの値は、法勾配1:δと法丁張の設置計画の位置関係から適宜決定される。   Next, as shown in FIG. 9B, the first pile 2 is driven perpendicularly to the ground with a distance of δ × H or more rearward from the shoulder A. The value of H is appropriately determined from the positional relationship between the legal gradient 1: δ and the installation plan of the legal order.

図10(a)に示すように、第1の杭2の側面であって、法肩Aからの高さがHとなる位置に横釘2aを打ちつけ、さらに、図10(b)に示すように、第1の杭2の後方に、第2の杭3を垂直に打ち込む。   As shown in FIG. 10 (a), the lateral nail 2a is struck at a position on the side face of the first pile 2 where the height from the shoulder A is H, and further, as shown in FIG. 10 (b). Secondly, the second pile 3 is driven vertically behind the first pile 2.

図11(a)に示すように、さらに横貫板4を水平姿勢で、且つ、その上端が横釘2aの高さに合わせて、第1及び第2の杭2,3にそれぞれ釘で打ちつけて固定する。つまり、横貫板4の上端によって、法肩Aからの高さがHとなる線が表される。   As shown in FIG. 11 (a), the horizontal penetrating plate 4 is placed in a horizontal posture and the upper end of the horizontal penetrating plate 4 matches the height of the horizontal nail 2a. Fix it. That is, a line with a height H from the shoulder A is represented by the upper end of the transverse plate 4.

次に、法肩Aから後方にδ×Hの地点からの鉛直線と横貫板4との交点、つまり、法面Cと横貫板4の上端が交わる位置に、上方から釘4aを打ち込み、横に曲げる。釘4aをフック釘という。   Next, the nail 4a is driven from the upper side to the intersection of the vertical line from the point δ × H and the transverse plate 4, that is, the position where the slope C and the upper end of the transverse plate 4 intersect, Bend to. The nail 4a is called a hook nail.

図11(b)に示すように、斜貫板5を、その下端がフック釘4aに接し、且つ、法面Cに沿うようにスラントを用いて傾斜角度を調整した後に、横貫板4及び第1または第2の杭2,3に釘で打ちつける。   As shown in FIG. 11 (b), the slanting plate 5 is adjusted so that the lower end thereof is in contact with the hook nail 4a and the slant so as to be along the slope C is slanted. Nail the first or second pile 2 or 3 with a nail.

図9(a),(b)から図11(a),(b)に示した一連の施工作業が法肩Aの包絡線に沿って所定間隔で繰返し行われる。その後、斜貫板5で案内されるように、重機等を用いて土砂が取り除かれて法面Cが形成される。   A series of construction operations shown in FIGS. 9A and 9B to FIGS. 11A and 11B are repeatedly performed at predetermined intervals along the envelope of the shoulder A. Thereafter, as guided by the diagonal plate 5, earth and sand are removed using a heavy machine or the like to form a slope C.

図12には、重機等を用いて土砂が取り除かれた後の法肩A、法尻B、法面Cが示されている。施工時に盛土が必要となる場合には、仮鋲よりも前方に第1及び第2の杭2,3が打ち込まれる場合もある。   FIG. 12 shows a shoulder A, a slope B, and a slope C after the earth and sand have been removed using a heavy machine or the like. When embankment is required at the time of construction, the first and second piles 2 and 3 may be driven forward from the temporary anchor.

尚、上述の例では、仮鋲1を法肩Aの鉛直線上に垂直に打ち込む場合を説明したが、法肩Aとの相対位置が把握できれば、仮鋲1を法肩Aの鉛直線上に打ち込む必要はなく、法肩Aの鉛直線の近傍位置に打ち込めばよい。   In the above-described example, the case where the false anchor 1 is driven vertically onto the vertical line of the shoulder A has been described. However, if the relative position with respect to the shoulder A can be grasped, the dummy 1 is driven onto the vertical line of the shoulder A. It is not necessary, and it may be driven into a position near the vertical line of the shoulder A.

通常、法丁張では斜貫板が勾配の基準となるため、斜貫板が完全に真っ直ぐであるとともに太さが均一である必要がある。しかし、従来の木材を用いる法丁張装置では、加工誤差のある製品が多数あったために、現場で鋸による切断などの処理を行って急場をしのぐ必要があった。   Usually, in the method of tension, the diagonal plate is the reference for the gradient, so the diagonal plate needs to be perfectly straight and uniform in thickness. However, in the conventional law tensioning apparatus using wood, there are many products with processing errors, so it has been necessary to perform a process such as cutting with a saw on the spot to surpass the urgent place.

また、正確な法丁張を設置するには、熟練した測量技術を駆使して煩雑な作業や計算を根気良く行わなければならず、これに費やされる作業労力は大変なものであったばかりでなく、作業者の勘に頼っていた部分も大きかった。   In addition, in order to install an accurate law tightening, it is necessary to perform patient work and calculations patiently using skilled surveying techniques, and not only was the work effort spent on this difficult. The part that relied on the intuition of the workers was also large.

さらに、地盤に打ち込んだ杭が斜めに傾いたような場合等に、その根元に石などをかけやで押し込んで傾斜を修正し、或いは打ち直し、または杭と丁張りとの間に抜き板を挟んで調整する必要があった。   In addition, if the pile driven into the ground is tilted diagonally, apply a stone or the like to the base and push it in or correct it, or strike it again, or insert a blank plate between the pile and the tension It was necessary to adjust with.

これらの木製角材や板材は消耗品で一度使用すると廃棄されるため、経済的観点で再利用可能な法丁張装置が望まれていた。また、多数の木製角材や板材を現場に搬入する際にその重量が大きいため、運搬作業も労力を要するという問題もあった。   Since these wooden squares and plates are consumables and are discarded once they are used, there has been a demand for a reusable law tensioning device from an economical point of view. In addition, when carrying a large number of wooden squares and plate materials to the site, the weight is large, so there is also a problem that the carrying work requires labor.

この様な問題に鑑み、特許文献1には、長さや角度を容易に調整でき、時間的・経済的コストを削減できると共に、木材資源の節約となる丁張装置を提供することを目的とした丁張装置が提案されている。   In view of such problems, Patent Document 1 aims to provide a tensioning device that can easily adjust the length and angle, reduce time and cost, and save wood resources. A stringing device has been proposed.

当該丁張装置は、長方形状の複数の板部材が厚み方向に重ね合わされた水平部材を有し、これら板部材は同一幅で構成されレールを介して互いに長手方向にスライド可能に構成されている。   The tensioning device has a horizontal member in which a plurality of rectangular plate members are stacked in the thickness direction, and these plate members are configured to have the same width and are slidable in the longitudinal direction with respect to each other via rails. .

当該丁張装置によれば、水平部材を構成する複数の板部材は互いにスライド可能であるから長さを自由に調節でき、工事の都度必要な長さにカットする必要がないから繰り返し使用することができ、木材消費量、準備負担が低減できる。また、スライド方向に垂直な水平方向に重ね合わされ、垂直方向の幅がそれぞれ同一であるから、水平部材の上辺及び下辺いずれにおいても両端部分と中間部分との高さの差が生じない。   According to the tensioning device, the plurality of plate members constituting the horizontal member can slide with each other, so that the length can be freely adjusted, and it is not necessary to cut to the required length every time construction is performed, so that it can be used repeatedly. Can reduce wood consumption and preparation burden. In addition, since they are overlapped in the horizontal direction perpendicular to the slide direction and have the same width in the vertical direction, there is no difference in height between the both end portions and the intermediate portion on either the upper side or the lower side of the horizontal member.

また、水平部材を被固定物に固定するクランプ部材を有し、このクランプ部材は腕部とこの腕部の一端に回動可能に接続されたクランプ部と腕部の長手方向に摺動可能に接続された固定部とを有している。このように構成すれば、杭の打ち直しをすることなく、機械的に微調整しながら丁張りを設置することができる。   Moreover, it has a clamp member which fixes a horizontal member to a to-be-fixed object, This clamp member is slidable in the longitudinal direction of the arm part and the clamp part connected to one end of this arm part so that rotation is possible. And a fixed portion connected thereto. If comprised in this way, a tension can be installed, adjusting finely mechanically, without re-staking a pile.

また、特許文献2には、複数の丁張板に長孔を形成して丁張板同士を蝶ナットで回動可能に連結し、或いは長さ調節可能に構成された丁張板が開示されている。   Further, Patent Document 2 discloses a tension plate configured such that elongated holes are formed in a plurality of tension plates and the tension plates are connected to each other so as to be rotatable with a wing nut, or the length is adjustable. ing.

特開2009−210479号公報JP 2009-210479A 実開昭60−159049号公報Japanese Utility Model Publication No. 60-159049

しかし、特許文献1に開示された丁張装置を用いて法丁張を行なう場合、クランプ部材を介して水平部材の角度を自在に調整する例が示されているが、どのような手順で法面の角度に対応したクランプ部材の角度を調整するのか、具体的な設置作業について何ら開示されていない。   However, an example of adjusting the angle of the horizontal member via the clamp member when performing the method of tensioning using the tensioning device disclosed in Patent Document 1 is shown. No specific installation work is disclosed regarding whether to adjust the angle of the clamp member corresponding to the angle of the surface.

例えば、クランプ部材を介して杭と水平部材の角度を調整するとしても、横貫板や斜貫板として機能させるためにどのように使い回しする必要があるのか不明であり、効率的な作業を実現するためにより一層の改良の余地があった。   For example, even if the angle between the pile and the horizontal member is adjusted via the clamp member, it is unclear how it must be reused in order to function as a transverse plate or a diagonal plate, realizing efficient work Therefore, there was room for further improvement.

また、特許文献2に記載された丁張板では、丁張板同士を蝶ナットで連結することにより、各丁張板を組み付ける作業は軽減されますが、水平姿勢に固定された横貫板に対して、蝶ナットを中心として斜貫板を回動させても、斜貫板の長手方向側面を法面に合わせることが本質的に不可能であり、またその際に、回動軸心が長孔に沿って位置ずれする虞があり、正確な法面に沿わせることが困難になるという不都合もあった。   In addition, in the tension plate described in Patent Document 2, the work of assembling each tension plate is reduced by connecting the tension plates with a wing nut, but with respect to the transverse plate fixed in a horizontal posture. Therefore, even if the diagonal plate is rotated around the wing nut, it is essentially impossible to align the longitudinal side surface of the diagonal plate with the slope, and at that time, the rotational axis is long. There is a possibility that the position may be displaced along the hole, and it is difficult to follow the exact slope.

また、何れの構成も、斜貫板を所定の法勾配に調節するために別途のスラント等の勾配定規を用いる必要があり、煩雑な作業が必要になるという問題もあった。   In addition, in any configuration, it is necessary to use a separate slope ruler such as a slant in order to adjust the diagonal plate to a predetermined legal gradient, and there is a problem that a complicated operation is required.

本発明の目的は、上述した従来の問題点に鑑み、部材の再利用を可能としながらも、設置作業が極めて容易な法丁張装置及び法丁張方法を提供する点にある。   An object of the present invention is to provide a law tightening apparatus and a law tightening method that can be reused while being extremely easy to install, in view of the above-described conventional problems.

上述の目的を達成するため、本発明による法丁張装置の第一の特徴構成は、特許請求の範囲の書類の請求項1に記載した通り、所定勾配の法面に沿うように斜貫板の傾斜姿勢を調節する指標となる複数の勾配目盛線を備えた勾配目盛部と、前記斜貫板の傾斜姿勢が前記勾配目盛線の何れかに沿うように、前記斜貫板を移動及び回動可能に支持する斜貫板支持機構と、を備えて構成されている横貫板を含む点にある。   In order to achieve the above-mentioned object, the first characteristic configuration of the law tightening apparatus according to the present invention is a diagonal plate so as to follow a slope with a predetermined slope as described in claim 1 of the claims. A gradient scale portion having a plurality of gradient scale lines that serve as indices for adjusting the inclination posture of the diagonal plate, and the diagonal plate is moved and rotated so that the inclined posture of the diagonal plate is along one of the gradient scale lines. And a transversal plate support mechanism that supports the movable plate so as to be movable.

斜貫板支持機構により移動及び回動可能に横貫板に支持された斜貫板を、勾配目盛部に備えた複数の勾配目盛線のうち法面の傾斜と一致する特定の勾配目盛線に沿う姿勢になるように移動及び回動調節することにより、斜貫板を目標とする勾配に極めて容易く調節することができる。   The diagonal plate supported by the horizontal plate so that it can be moved and rotated by the diagonal plate support mechanism, along a specific gradient scale line that matches the slope of the slope among the multiple gradient scale lines provided in the gradient scale section By adjusting the movement and rotation so as to be in the posture, it is possible to adjust the oblique plate to the target gradient very easily.

同第二の特徴構成は、同請求項2に記載した通り、上述の第一の特徴構成に加えて、前記複数の勾配目盛線が一つの基準点で交差するように設けられ、前記斜貫板の長手方向一側縁と接した状態で前記基準点周りに前記斜貫板が回動するように規制する回動規制部が、前記横貫板に設けられている点にある。   In addition to the first feature configuration described above, the second feature configuration is provided so that the plurality of gradient scale lines intersect at one reference point, and A rotation restricting portion for restricting the oblique through plate to rotate around the reference point in a state in contact with one side edge in the longitudinal direction of the plate is provided in the transverse through plate.

回動規制部に斜貫板の長手方向一側縁を接触させた状態で斜貫板支持機構により横貫板に軸支された斜貫板を単に回動操作すれば、意識的に移動操作しなくても、常に斜貫板の長手方向一側縁を、基準点を通る勾配目盛線に正確に合わせることができる。   If the diagonal plate supported by the horizontal through plate is simply rotated by the diagonal plate support mechanism with the one side edge in the longitudinal direction of the diagonal plate in contact with the rotation restricting portion, the moving operation is consciously performed. Even if not, the one side edge in the longitudinal direction of the diagonal plate can always be accurately aligned with the gradient scale line passing through the reference point.

同第三の特徴構成は、同請求項3に記載した通り、上述の第二の特徴構成に加えて、前記斜貫板支持機構に支持され、前記勾配目盛線の何れかに沿うように調節された前記斜貫板を前記斜貫板支持機構と共働して固定する斜貫板固定機構が、前記勾配目盛部に設けられている点にある。 As described in claim 3, the third feature configuration is supported by the diagonal plate support mechanism in addition to the second feature configuration described above, and is adjusted along any one of the gradient scale lines. A diagonal plate fixing mechanism for fixing the diagonal plate, which is fixed in cooperation with the diagonal plate support mechanism, is provided in the gradient scale portion.

勾配目盛線の何れかに沿うように調節した斜貫板を、斜貫板支持機構とともに勾配目盛部に設けられた斜貫板固定機構で固定することにより、斜貫板の傾斜姿勢が容易に変動しないように強固に固定できる。   By fixing the diagonal plate adjusted along one of the gradient scale lines with the diagonal plate fixing mechanism provided on the gradient scale part together with the diagonal plate support mechanism, the inclined posture of the diagonal plate can be easily It can be firmly fixed so as not to fluctuate.

同第四の特徴構成は、同請求項4に記載した通り、上述の第二または第三の特徴構成に加えて、前記斜貫板支持機構によって前記横貫板に支持された状態で、前記横貫板に対して長手方向の相対位置を調整する斜貫板案内機構と、前記斜貫板案内機構を介して基端から前記基準点までの長さを所定長さに調節する指標となる目盛線を備えた斜貫板目盛部と、を備えて構成されている斜貫板を含む点にある。 In the fourth feature configuration, in addition to the second or third feature configuration described above, the transverse penetration plate is supported by the transverse penetration plate by the oblique penetration plate support mechanism. A diagonal plate guide mechanism that adjusts the relative position in the longitudinal direction with respect to the plate, and a scale line that serves as an index for adjusting the length from the base end to the reference point through the diagonal plate guide mechanism to a predetermined length And a diagonal plate scale portion provided with a diagonal plate.

斜貫板支持機構によって横貫板に支持された斜貫板の横貫板に対する相対位置が調節される。斜貫板目盛部に備えた目盛線を指標にすれば、斜貫板の基端から横貫板に備えた勾配目盛線の交点である基準点までの長さを所定長さに容易く調節することができ、例えば斜貫板の基端から基準点までの垂直距離を正確に調節できるようになる。   The relative position of the diagonal plate supported by the horizontal plate with respect to the horizontal plate is adjusted by the diagonal plate support mechanism. If the scale line provided in the diagonal plate scale is used as an index, the length from the base end of the diagonal plate to the reference point that is the intersection of the gradient scale lines provided on the horizontal plate can be easily adjusted to a predetermined length. For example, the vertical distance from the base end of the diagonal plate to the reference point can be accurately adjusted.

同第五の特徴構成は、同請求項5に記載した通り、上述の第四の特徴構成に加えて、前記横貫板を軸支する横貫板支持機構と、前記横貫板支持機構によって軸支した状態で前記横貫板の対地高さを調節可能に案内する横貫板縦案内機構と、を備えて構成され、地面に立設される杭部材を含む点にある。   In the fifth feature configuration, in addition to the above-described fourth feature configuration, the fifth feature configuration is supported by the transverse penetration plate support mechanism that pivotally supports the transverse penetration plate, and the transverse penetration plate support mechanism. A transverse guide longitudinal guide mechanism that adjustably guides the height of the transverse penetrating plate to the ground in a state, and includes a pile member standing on the ground.

地面に立設される杭部材に備えた横貫板支持機構によって横貫板が軸支され、その状態で横貫板縦案内機構に沿って横貫板の対地高さが目標高さになるように調節できるようになる。   The transverse plate is pivotally supported by the transverse plate support mechanism provided on the pile member standing on the ground, and in this state, the ground height of the transverse plate can be adjusted to the target height along the longitudinal guide mechanism. It becomes like this.

同第六の特徴構成は、同請求項6に記載した通り、上述の第五の特徴構成に加えて、前記横貫板支持機構によって前記杭部材に支持された状態で前記横貫板の長手方向に沿って前記横貫板を移動可能に案内する横貫板横案内機構と、前記横貫板横案内機構を介して前記横貫板支持機構に対する前記横貫板の相対距離を調節する指標となる目盛線を備えた横貫板目盛部と、が前記横貫板に設けられている点にある。   In addition to the fifth feature configuration described above, the sixth feature configuration in the longitudinal direction of the transverse plate is supported by the pile member by the transverse plate support mechanism. A transverse plate lateral guide mechanism that movably guides the transverse plate along the horizontal plate, and a scale line that serves as an index for adjusting the relative distance of the transverse plate to the transverse plate support mechanism via the transverse plate lateral guide mechanism. The transverse plate scale portion is provided on the transverse plate.

杭部材に備えた横貫板支持機構によって横貫板が支持された状態で、横貫板横案内機構に沿って横貫板を移動させることによって横貫板支持機構に対する横貫板の相対距離が調節される。このとき、横貫板目盛部の目盛線を指標とすることで、横貫板支持機構に対する横貫板の相対距離が容易く正確に調整できるようになる。   In a state where the transverse plate is supported by the transverse plate support mechanism provided in the pile member, the relative distance of the transverse plate with respect to the transverse plate support mechanism is adjusted by moving the transverse plate along the transverse guide lateral guide mechanism. At this time, by using the scale line of the transverse plate scale portion as an index, the relative distance of the transverse plate to the transverse plate support mechanism can be easily and accurately adjusted.

同第七の特徴構成は、同請求項7に記載した通り、上述の第六の特徴構成に加えて、前記横貫板目盛部の目盛線を指示する指示部と、前記横貫板目盛部の目盛線の基準位置を指示するように前記指示部を前記横貫板に沿って移動可能に案内する指示部案内機構と、前記横貫板縦案内機構に沿って前記横貫板とともに移動可能に軸支する横貫板案内部材支持機構と、を備えて構成されている横貫板案内部材を含む点にある。   In addition to the sixth feature configuration described above, the seventh feature configuration includes a pointing portion that indicates a scale line of the transverse plate scale portion, and a scale of the transverse plate scale portion. An instruction portion guide mechanism for guiding the indication portion so as to be movable along the transverse plate so as to indicate a reference position of a line; and a transverse penetrating shaft that is movably supported along with the transverse plate along the transverse plate vertical guide mechanism. A plate guide member support mechanism, and a transverse guide member configured to include the plate guide member support mechanism.

杭部材に配した横貫板案内部材支持機構を指示部案内機構に沿って移動させることによって、横貫板案内部材に備えた指示部が横貫板目盛部の目盛線の基準位置を示す位置に調整される。横貫板横案内機構に沿って横貫板を移動させる際に、指示部によって指示された目盛線を基準にすれば、必要な距離だけ正確に移動させることができる。 By moving the horizontal transmural plate guide member support mechanism arranged to stake member along the instruction unit guide mechanism, adjusting a position instruction portion having laterally transmural plate guide member indicates the reference position of the graduation lines of the lateral transmural plate scale part Is done. When the transverse plate is moved along the transverse plate lateral guide mechanism, it can be accurately moved by a necessary distance if the scale line designated by the instruction unit is used as a reference.

同第八の特徴構成は、同請求項8に記載した通り、第一の特徴構成を備えた横貫板と第四の特徴構成を備えた斜貫板とが前記斜貫板支持機構で回動自在に連結され、前記横貫板と第五の特徴構成を備えた杭部材が前記横貫板支持機構で回動自在に連結され、前記斜貫板支持機構及び前記横貫板支持機構を介して折り畳み可能に構成されている点にある。   In the eighth feature configuration, as described in claim 8, the transverse through plate having the first feature configuration and the oblique through plate having the fourth feature configuration are rotated by the oblique plate support mechanism. A pile member that is connected freely and has a fifth characteristic configuration with the transverse plate is pivotally connected by the transverse plate support mechanism, and can be folded via the oblique plate support mechanism and the transverse plate support mechanism. It is in the point which is comprised.

横貫板と斜貫板が回動自在に連結され、横貫板と杭部材とが回動自在に連結されているため、一体性を保った状態でコンパクトに折り畳むことができ、保管或いは運搬時等に法丁張装置として構成部材の紛失を招くことがない。   Since the horizontal through plate and the diagonal through plate are rotatably connected, and the horizontal through plate and the pile member are rotatably connected, they can be folded compactly while maintaining unity, for storage or transportation, etc. In addition, there is no loss of components as a legal tensioning device.

本発明による法丁張方法の第一の特徴構成は、同請求項9に記載した通り、上述した丁張装置の第五の特徴構成を備えた杭部材を地面に立設する工程と、第四の特徴構成を備えた斜貫板を第六の特徴構成を備えた横貫板の勾配目盛部を指標にして前記横貫板と直交姿勢となり、前記斜貫板目盛部を指標にして前記斜貫板の基端から基準点までの長さが目標勾配垂直距離となるように調節して前記斜貫板支持機構で固定する工程と、前記斜貫板の基端が予め地面に打ち込まれた仮鋲に接するように前記横貫板縦案内機構に沿って水平姿勢で前記横貫板の対地高さを調節する工程と、前記仮鋲から斜貫板の基端までの長さが目標勾配水平距離となるように前記横貫板目盛部を指標にして前記横貫板を前記横貫板横案内機構に沿って移動させる工程と、前記勾配目盛部を指標にして前記斜貫板が目標勾配に沿うように傾斜させる工程と、を含む点にある。   The first characteristic configuration of the method of tensioning according to the present invention includes, as described in claim 9, a step of standing a pile member having the fifth characteristic configuration of the above-described tensioning device on the ground, The diagonal plate having the fourth characteristic configuration is orthogonal to the horizontal plate using the gradient scale portion of the horizontal through plate having the sixth characteristic configuration as an index, and the oblique through plate having the diagonal plate scale portion as an index. Adjusting the length from the base end of the plate to the reference point to be a target gradient vertical distance and fixing it with the diagonal plate support mechanism; and a provisional case where the base end of the diagonal plate is previously driven into the ground. Adjusting the height of the transverse plate to the ground in a horizontal position along the transverse plate vertical guide mechanism so as to be in contact with the ridge, and the length from the temporary fence to the base end of the oblique plate as a target gradient horizontal distance The step of moving the transverse plate along the transverse plate lateral guide mechanism with the transverse plate scale as an index , In that it includes the swash transmural plate and the gradient scale part on indicators comprising the steps of tilting along the target slope, the.

杭部材を地面に立設する前または立設した後に、横貫板の勾配目盛部を指標にして横貫板と直交姿勢となり、斜貫板目盛部を指標にして斜貫板の基端から基準点までの長さが目標勾配垂直距離となるように、斜貫板の姿勢が調節され、斜貫板支持機構で斜貫板が横貫板に固定される。   Before or after the pile member is erected on the ground, it becomes an orthogonal posture with the horizontal scale using the gradient scale of the horizontal plate as the index, and the reference point from the base of the diagonal plate with the diagonal plate scale as the index The posture of the diagonal plate is adjusted so that the length up to the target gradient vertical distance, and the diagonal plate is fixed to the horizontal plate by the diagonal plate support mechanism.

斜貫板の基端が予め地面に打ち込まれた仮鋲に接するように横貫板縦案内機構に沿って水平姿勢で横貫板の対地高さが調節され、仮鋲から斜貫板の基端までの長さが目標勾配水平距離となるように横貫板目盛部を指標にして横貫板が横貫板横案内機構に沿って移動されることにより、基準点が法面に沿う線上に位置するようになる。さらにその後、勾配目盛部を指標にして斜貫板が目標勾配に沿うように傾斜されることにより、斜貫板が法面を示す傾斜姿勢になる。   The ground clearance of the horizontal plate is adjusted in a horizontal position along the horizontal guide vertical guide mechanism so that the base end of the diagonal plate is in contact with the temporary rod previously driven into the ground. The transverse point is moved along the transverse guide horizontal guide mechanism with the transverse plate scale as an index so that the length of the target slope becomes the target horizontal distance, so that the reference point is located on the line along the slope Become. Thereafter, the oblique plate is inclined so as to follow the target gradient using the gradient scale portion as an index, so that the oblique plate has an inclined posture indicating a slope.

同第二の特徴構成は、同請求項10に記載した通り、上述の第一の特徴構成に加えて、上述した丁張装置の第七の特徴構成を備えた横貫板案内部材の指示部が前記横貫板目盛部の目盛線の基準位置を指示するように前記横貫板案内部材を指示部案内機構に沿って移動させる工程と、前記仮鋲から斜貫板の基端までの長さが目標勾配水平距離となるように前記指示部で指示される前記横貫板目盛部を指標にして前記横貫板を前記横貫板横案内機構に沿って移動させる工程を含む点にある。   In the second characteristic configuration, as described in claim 10, in addition to the first characteristic configuration described above, the pointing portion of the transverse plate guide member provided with the seventh characteristic configuration of the tensioning device described above is provided. The step of moving the transverse plate guide member along the indicator guide mechanism so as to indicate the reference position of the scale line of the transverse plate scale portion, and the length from the temporary shield to the base end of the oblique plate is a target. The method includes a step of moving the transverse plate along the transverse plate lateral guide mechanism using the transverse plate scale portion indicated by the indication portion as an index so as to be a gradient horizontal distance.

仮鋲から斜貫板の基端までの長さが目標勾配水平距離となるように横貫板目盛部を指標にして横貫板が横貫板横案内機構に沿って移動される際に、横貫板案内部材の指示部によって横貫板目盛部の目盛線の基準位置が指示されるように調整すると、指示部によって指示された目盛線によって横貫板の移動距離が容易く把握できるようになる。   When the transversal plate is moved along the transversal plate lateral guide mechanism with the transversal plate scale as an index so that the length from the temporary shield to the base end of the diagonal plate becomes the target gradient horizontal distance, If adjustment is made so that the reference position of the scale line of the transverse plate scale portion is indicated by the indication portion of the member, the moving distance of the transverse plate can be easily grasped by the scale line indicated by the indication portion.

以上説明した通り、本発明によれば、部材の再利用を可能としながらも、設置作業が極めて容易な法丁張装置及び法丁張方法を提供することができるようになった。   As described above, according to the present invention, it is possible to provide a method of tensioning and a method of tensioning which can be reused, and can be installed very easily.

図1(a)は横貫板の正面図、図1(b)は斜貫板の正面図、図1(c)は杭部材の正面図である。Fig.1 (a) is a front view of a horizontal penetration board, FIG.1 (b) is a front view of a diagonal penetration board, FIG.1 (c) is a front view of a pile member. 図2(a)は横貫板案内部材の正面図、図2(b)は各支持機構を構成するボルト及びナットを備えた固定具の説明図、図2(c)は横貫板と斜貫板と杭部材とが回動自在に一体に連結され、折り畳まれた状態を示す説明図、図2(d)は横貫板と斜貫板と杭部材とが展開され、使用状態にあることを示す説明図である。2 (a) is a front view of the transverse plate guide member, FIG. 2 (b) is an explanatory view of a fixture having bolts and nuts constituting each support mechanism , and FIG. 2 (c) is a transverse plate and a diagonal plate. FIG. 2 (d) shows that the horizontal through plate, the diagonal through plate and the pile member are deployed and in use. It is explanatory drawing. 図3(a)は法丁張装置の使用前の準備状態を示す説明図、図3(b)は杭部材を地面に立設する工程の説明図である。Fig.3 (a) is explanatory drawing which shows the preparatory state before use of a law tension apparatus, FIG.3 (b) is explanatory drawing of the process of standing a pile member on the ground. 図4(a)は斜貫板を、横貫板と直交姿勢で且つ斜貫板の基端から基準点までの長さが目標勾配垂直距離となるように調節して固定する工程の説明図、図4(b)は斜貫板の基端が予め地面に打ち込まれた仮鋲に接するように横貫板縦案内機構に沿って水平姿勢で横貫板の対地高さを調節する工程の説明図である。FIG. 4A is an explanatory diagram of a process of adjusting and fixing the diagonal plate so that the length from the base end of the diagonal plate to the reference point is a target gradient vertical distance in a posture orthogonal to the horizontal plate. FIG. 4B is an explanatory diagram of a process of adjusting the height of the horizontal through plate in a horizontal posture along the horizontal through plate vertical guide mechanism so that the base end of the through plate is in contact with a temporary anchor previously driven into the ground. is there. 図5(a),(b)は横貫板案内部材の指示部が横貫板目盛部の目盛線の基準位置を指示するように横貫板案内部材を指示部案内機構に沿って移動させる工程の説明図である。FIGS. 5A and 5B illustrate a process of moving the transverse plate guide member along the indication portion guide mechanism so that the indication portion of the transverse plate guide member indicates the reference position of the scale line of the transverse plate scale portion. FIG. 図6(a),(b)は図5(a),(b)の要部の拡大図である。6 (a) and 6 (b) are enlarged views of essential parts of FIGS. 5 (a) and 5 (b). 図7(a)は仮鋲から斜貫板の基端までの長さが目標勾配水平距離となるように横貫板を横貫板横案内機構に沿って移動させる工程の説明図、図7(b)は勾配目盛部を指標にして前記斜貫板が目標勾配に沿うように傾斜させる工程の説明図である。FIG. 7A is an explanatory diagram of a process of moving the transverse plate along the transverse plate lateral guide mechanism so that the length from the temporary shield to the base end of the oblique plate becomes the target gradient horizontal distance, FIG. ) Is an explanatory view of a step of inclining the diagonal plate so as to follow the target gradient using a gradient scale portion as an index. 図8は別実施形態を示し、杭部材に設けられた横貫板のストッパー部材の説明図である。FIG. 8 shows another embodiment and is an explanatory view of a stopper member of a transverse plate provided on a pile member. 図9(a),図9(b)は従来の法丁張方法の説明図である。FIG. 9A and FIG. 9B are explanatory diagrams of a conventional law tension method. 図10(a),図10(b)は従来の法丁張方法の説明図である。10 (a) and 10 (b) are explanatory diagrams of a conventional method of tensioning. 図11(a),図11(b)は従来の法丁張方法の説明図である。FIG. 11A and FIG. 11B are explanatory diagrams of a conventional law tension method. 図12は、従来の法丁張方法の説明図である。FIG. 12 is an explanatory diagram of a conventional method of tensioning.

以下に、本発明による法丁張装置の一例、及び法丁張方法を図面に基づいて説明する。
図1(a)には法丁張装置を構成する横貫板4が示され、図1(b)には法丁張装置を構成する斜貫板5が示され、図1(c)には法丁張装置を構成する杭部材2,3が示されている。
In the following, an example of a legal tensioning device and a legal tensioning method according to the present invention will be described with reference to the drawings.
FIG. 1 (a) shows a transverse plate 4 constituting the law tensioning device, FIG. 1 (b) shows a diagonal penetration plate 5 constituting the law tensioning device, and FIG. 1 (c). Pile members 2 and 3 constituting the law tension device are shown.

図1(a)に示すように、横貫板4は、断面が40mm×5mmの矩形形状で長さが750mmの樹脂製の矩形板状部40と、矩形板状部40の一端側に配置されたφ200mmの扇状の同じく樹脂製の勾配目盛部44を備えて構成されている。   As shown in FIG. 1 (a), the transverse plate 4 is disposed on a rectangular plate-like portion 40 made of a resin having a rectangular cross section of 40 mm × 5 mm and a length of 750 mm, and one end side of the rectangular plate-like portion 40. Furthermore, it is provided with a fan-shaped φ200 mm fan-shaped gradient scale portion 44 made of resin.

矩形板状部40の長手方向に沿って横貫板横案内機構42,43として機能する2本の直線状のスリットが形成されている。当該スリットを介して横貫板4が杭部材2,3に軸支される。矩形板状部40の下側には横貫板目盛部41が設けられている。横貫板目盛部41は、左右対称になるように中心部を基準位置CPとして左右に目盛が刻まれ、長さが表記されている。   Two linear slits functioning as the transverse plate lateral guide mechanisms 42 and 43 are formed along the longitudinal direction of the rectangular plate portion 40. The transverse plate 4 is pivotally supported by the pile members 2 and 3 through the slit. A transverse plate scale portion 41 is provided below the rectangular plate-like portion 40. The transverse plate scale portion 41 is graduated on the left and right with the center portion serving as a reference position CP so as to be symmetrical, and the length is indicated.

勾配目盛部44は、所定勾配の法面に沿うように斜貫板5の傾斜姿勢を調節する指標となる複数の勾配目盛線45を備えている。各勾配目盛線45には法勾配(1:δ)が付記されている。例えば、法勾配1:0.0は鉛直姿勢、法勾配1:1.0は45°の傾斜姿勢となる。   The gradient scale portion 44 includes a plurality of gradient scale lines 45 that serve as an index for adjusting the tilt posture of the diagonal plate 5 along a slope with a predetermined gradient. Each gradient scale line 45 is accompanied by a normal gradient (1: δ). For example, the normal gradient 1: 0.0 is a vertical posture, and the normal gradient 1: 1.0 is a 45 ° inclined posture.

複数の勾配目盛線45が一つの基準点BPで交差するように設けられ、斜貫板5の長手方向一側縁と接した状態で基準点BP周りに斜貫板5が回動するように規制する回動規制部48が設けられている。具体的に回動規制部48は断面矩形の柱状ピンで構成され、柱状体の4枚の周壁が交差する何れか一つの角部が基準点BPに位置し、当該角部が常に斜貫板5の長手方向一側縁と接するように横貫板4に立設固定されている。   A plurality of gradient scale lines 45 are provided so as to intersect at one reference point BP so that the oblique plate 5 rotates around the reference point BP in contact with the longitudinal side edge of the oblique plate 5. A rotation restricting portion 48 for restricting is provided. Specifically, the rotation restricting portion 48 is constituted by a columnar pin having a rectangular cross section, and any one corner where four peripheral walls of the columnar body intersect is positioned at the reference point BP, and the corner is always a diagonal plate. 5 is fixed to the transverse plate 4 so as to contact one side edge in the longitudinal direction.

斜貫板5の傾斜姿勢が勾配目盛線45の何れかに沿うように、斜貫板5を移動及び回動可能に軸支する斜貫板支持機構46として機能する弧状スリットが、基準点BPを中心に形成されている。   An arcuate slit that functions as a diagonal plate support mechanism 46 that pivotally supports the diagonal plate 5 so that the inclined plate 5 can move and rotate so that the inclined posture of the diagonal plate 5 follows any of the gradient scale lines 45. It is formed around.

さらに、斜貫板支持機構46に軸支され、勾配目盛線45の何れかに沿うように調節された斜貫板5を、斜貫板支持機構46と共働して固定する斜貫板固定機構49として機能する弧状スリットが、勾配目盛部44に設けられている。   Further, the diagonal plate fixing mechanism that fixes the diagonal plate 5 that is pivotally supported by the diagonal plate support mechanism 46 and adjusted along any one of the gradient scale lines 45 in cooperation with the diagonal plate support mechanism 46. An arcuate slit that functions as the mechanism 49 is provided in the gradient scale portion 44.

図1(b)に示すように、斜貫板5は、断面が40mm×5mmの矩形形状で長さが1000mmの樹脂製の板状部材で構成され、基端側を始点とする目盛線が板状部材の長手方向に沿って刻まれた斜貫板目盛部51が設けられるとともに、斜貫板案内機構53として機能する直線状のスリットが板状部材の長手方向に沿って形成されている。   As shown in FIG. 1 (b), the diagonal plate 5 is formed of a resin plate-like member having a rectangular shape with a cross section of 40 mm × 5 mm and a length of 1000 mm, and a graduation line starting from the base end side. An oblique plate scale portion 51 engraved along the longitudinal direction of the plate member is provided, and a linear slit functioning as the oblique plate guide mechanism 53 is formed along the longitudinal direction of the plate member. .

図1(c)に示すように、杭部材2,3は、断面が50mm×mmの矩形形状で長さが650mmの樹脂製の板状部材で構成され、先端側に地面に打ち込むための尖頭部が形成されている。板状部材の長手方向に沿って横貫板縦案内機構21,31として機能する直線状のスリットが形成されている。 As shown in FIG.1 (c), the pile members 2 and 3 are comprised by the plate-shaped member made from a resin with a rectangular shape of a cross section of 50 mm x 5 mm, and length of 650 mm, for driving into the ground at the front end side. A pointed head is formed. Linear slits that function as the transverse through plate longitudinal guide mechanisms 21 and 31 are formed along the longitudinal direction of the plate member.

図2(a)には、横貫板案内部材6が示されている。横貫板案内部材6には、横貫板目盛部41の目盛線を指示する三角形状の指示部61と、横貫板目盛部41の目盛線の基準位置CPを指示するように指示部61を横貫板4に沿って移動可能に案内する指示部案内機構63として機能するスリットを備えている。   FIG. 2A shows the transverse plate guide member 6. The transverse penetrating plate guide member 6 is provided with a triangular pointing portion 61 for indicating the scale line of the transverse penetrating plate scale portion 41 and an indicating portion 61 for indicating the reference position CP of the scale line of the transverse penetrating plate scale portion 41. 4 is provided with a slit that functions as an instruction portion guide mechanism 63 that guides the guide 4 so as to be movable along the head 4.

図2(b)には、横貫板4、斜貫板5、杭部材2,3の各部材を相互に連結固定する固定具7としてのボルト71とナット72と、上述した各部のスリットに嵌入してナット72を周り止めするナット保持部73が示されている。当該固定具7は法丁張装置の斜貫板5や横貫板4のような各部材間を連結するために用いられる共通の固定具であり、緩固定された状態では部材間の回動や直線状の移動が許容され、締付固定された状態では部材間の回動や直線状の移動が阻止される。   In FIG. 2 (b), a bolt 71 and a nut 72 as a fixture 7 for connecting and fixing the members of the horizontal through plate 4, the oblique through plate 5, and the pile members 2 and 3 to each other, and the slits of the above-described portions are fitted. Thus, a nut holding portion 73 for stopping the nut 72 from rotating is shown. The fixture 7 is a common fixture used to connect the members such as the oblique penetration plate 5 and the transverse penetration plate 4 of the law tensioning device. Linear movement is allowed, and rotation and linear movement between members are prevented in a state of being fastened and fixed.

図2(c)には、上述した横貫板4と、斜貫板5と、二本の杭部材2,3と、横貫板案内部材6が五つの固定具7(7a〜7e)で連結され、折り畳まれた状態が示され、図2(d)には、横貫板4と、斜貫板5と、二本の杭部材2,3と、横貫板案内部材6が展開された状態が示されている。   In FIG. 2 (c), the transverse plate 4, the oblique plate 5, the two pile members 2 and 3, and the transverse plate guide member 6 described above are connected by five fixtures 7 (7a to 7e). FIG. 2 (d) shows a state in which the transverse through plate 4, the oblique through plate 5, the two pile members 2 and 3, and the transverse through plate guide member 6 are unfolded. Has been.

横貫板4と斜貫板5は、斜貫板支持機構46及び斜貫板固定機構49に備えた固定具7a,7bを介して回動及び移動可能に固定されている。固定具7a,7bは斜貫板支持機構46及び斜貫板固定機構49の一部材となる。   The transverse through plate 4 and the oblique through plate 5 are fixed so as to be rotatable and movable via fixtures 7a and 7b provided in the oblique through plate support mechanism 46 and the oblique through plate fixing mechanism 49. The fixtures 7 a and 7 b are members of the oblique plate support mechanism 46 and the oblique plate fixing mechanism 49.

横貫板4と二本の杭部材2,3は、横貫板横案内機構42,43及び横貫板縦案内機構21,31に備えた固定具7c,7dを介して回動及び移動可能に固定されている。固定具7c,7dは横貫板横案内機構42,43及び横貫板縦案内機構21,31の一部材となる。   The transverse plate 4 and the two pile members 2 and 3 are fixed so as to be rotatable and movable via fixtures 7c and 7d provided in the transverse guide horizontal guide mechanisms 42 and 43 and the transverse through plate vertical guide mechanisms 21 and 31. ing. The fixtures 7c and 7d are members of the transverse plate horizontal guide mechanisms 42 and 43 and the transverse plate vertical guide mechanisms 21 and 31.

さらに、横貫板案内部材6と杭部材2は、横貫板縦案内機構21及び指示部案内機構63に備えた固定具7eを介して回動及び移動可能に固定されている。固定具7eは横貫板縦案内機構21及び指示部案内機構63の一部材となる。   Further, the transverse plate guide member 6 and the pile member 2 are fixed so as to be able to rotate and move via a fixture 7e provided in the transverse plate vertical guide mechanism 21 and the instruction portion guide mechanism 63. The fixture 7e is a member of the transverse plate vertical guide mechanism 21 and the instruction unit guide mechanism 63.

以下に、上述の法丁張装置を用いた法丁張方法について詳述する。
図3(a)に示すように、法面の延長線L1と地面Gとの交差地点に仮鋲1を鉛直姿勢で打ち込んでおく。尚、本実施形態では、勾配垂直距離:勾配水平距離が146:216(1:1.479)である法勾配を例に説明する。
Hereinafter, the method of tensioning using the above-described method of tensioning will be described in detail.
As shown in FIG. 3A, the temporary anchor 1 is driven in a vertical posture at the intersection of the slope extension line L1 and the ground G. In the present embodiment, a description will be given by taking, as an example, a normal gradient in which gradient vertical distance: gradient horizontal distance is 146: 216 (1: 1.479).

図3(b)に示すように、仮鋲1を打ち込んだ位置から後方に所定距離離隔した地面に、平面視で法肩の包絡線に対して二本の杭部材2,3を結ぶ線が所定角度、好ましくは90°の角度になるように各杭部材2,3を地面に立設する。   As shown in FIG. 3 (b), a line connecting the two pile members 2 and 3 with respect to the envelope of the shoulder is seen in plan view on the ground separated from the position where the temporary anchor 1 is driven by a predetermined distance backward. The pile members 2 and 3 are erected on the ground so as to have a predetermined angle, preferably 90 °.

図4(a)に示すように、横貫板4の勾配目盛線45を指標にして斜貫板5が横貫板4と直交姿勢となり、斜貫板目盛部51を指標にして斜貫板5の基端50から基準点BPの長さが目標勾配垂直距離(146mm)となるように調節して、斜貫板5及び横貫板4を斜貫板支持機構46の一部となる固定具7aで締付固定する。   As shown in FIG. 4A, the oblique through plate 5 is orthogonal to the transverse through plate 4 with the gradient scale line 45 of the transverse through plate 4 as an index, and the oblique through plate 5 with the oblique plate scale 51 as an index. By adjusting the length of the reference point BP from the base end 50 to the target gradient vertical distance (146 mm), the oblique through plate 5 and the transverse through plate 4 are fixed by the fixture 7a that becomes a part of the oblique through plate support mechanism 46. Tighten and fix.

図4(b)に示すように、横貫板縦案内機構21,31に沿って水平姿勢を維持しつつ、横貫板4の対地高さを調節するとともに、横貫板横案内機構42,43に沿って横貫板4を仮鋲1の方向に移動させることによって、斜貫板5の長手方向一側縁52と交差する基端50が予め地面に打ち込まれた仮鋲1の頭部に接するように調節する。尚、この時、横貫板4の水平姿勢を確認するために横貫板4に水平器を取り付ける取付部を備えていることが好ましい。   As shown in FIG. 4B, while maintaining the horizontal posture along the horizontal through plate vertical guide mechanisms 21 and 31, the ground height of the horizontal through plate 4 is adjusted and along the horizontal through plate horizontal guide mechanisms 42 and 43. By moving the horizontal through plate 4 in the direction of the temporary shield 1, the base end 50 intersecting with the longitudinal side edge 52 of the oblique through plate 5 comes into contact with the head of the temporary guide 1 that has been driven into the ground in advance. Adjust. At this time, in order to confirm the horizontal posture of the transverse plate 4, it is preferable to include an attachment portion for attaching a level to the transverse plate 4.

図5(a)及び図6(a)に示すように、杭部材2に備えた横貫板縦案内機構21のスリットに固定具7eを介して固定された横貫板案内部材6の指示部61が、横貫板目盛部41の目盛線の基準位置CP(ゼロを示す位置)を指示するように、指示部案内機構63を介して横貫板案内部材6を横貫板4に沿って摺動移動させた後に、固定具7eを介して横貫板案内部材6を杭部材2に締付固定する。   As shown in FIGS. 5 (a) and 6 (a), the indicating portion 61 of the transverse plate guide member 6 fixed to the slit of the transverse plate vertical guide mechanism 21 provided in the pile member 2 via the fixture 7e is provided. The transverse plate guide member 6 is slid along the transverse plate 4 via the pointing portion guide mechanism 63 so as to indicate the reference position CP (position indicating zero) of the scale line of the transverse plate scale portion 41. Later, the transverse plate guide member 6 is fastened and fixed to the pile member 2 via the fixture 7e.

図5(b)及び図6(b)に示すように、固定具7eの左側で指示部61が横貫板目盛部41の目盛線の基準位置CPを指示するように調整できない場合には、横貫板案内部材6を固定具7e周りに180°回転させて固定具7eの右側で指示部61が横貫板目盛部41の目盛線の基準位置CPを指示するように調整すればよい。   As shown in FIGS. 5 (b) and 6 (b), if the indicator 61 cannot be adjusted on the left side of the fixture 7e so as to indicate the reference position CP of the scale line of the transverse plate scale 41, the transverse The plate guide member 6 may be rotated 180 ° around the fixture 7e and adjusted so that the indicator 61 indicates the reference position CP of the scale line of the transverse plate scale 41 on the right side of the fixture 7e.

図7(a)に示すように、仮鋲1から斜貫板5の長手方向一側縁52までの長さが目標勾配水平距離(216mm)となるように指示部61で指示される横貫板目盛部41を指標にして、横貫板横案内機構42,43を介して横貫板4を目標勾配水平距離だけ移動させた後に固定具7c,7dを用いて杭部材2,3に横貫板4を締付固定する。   As shown in FIG. 7 (a), the transverse plate indicated by the indication unit 61 so that the length from the temporary shield 1 to the longitudinal side edge 52 of the oblique penetration plate 5 becomes the target gradient horizontal distance (216 mm). Using the scale portion 41 as an index, the transverse plate 4 is moved by the target gradient horizontal distance via the transverse plate lateral guide mechanisms 42, 43, and then the transverse plate 4 is attached to the pile members 2, 3 using the fixtures 7c, 7d. Tighten and fix.

換言すると、横貫板案内部材6の指示部61が指し示す位置が、横貫板目盛部41の目盛線の基準位置CPから目標勾配水平距離を示す目盛線まで横貫板4を移動させることになる。   In other words, the position indicated by the instruction portion 61 of the transverse plate guide member 6 moves the transverse plate 4 from the reference position CP of the scale line of the transverse plate scale portion 41 to the scale line indicating the target gradient horizontal distance.

図7(b)に示すように、その後、勾配目盛部44の複数の勾配目盛線45のうち、目標となる勾配目盛線45に斜貫板5の長手方向一側縁が沿うように斜貫板5を傾斜させて、固定具7a,7bを介して斜貫板5を横貫板4に締付固定する。   As shown in FIG. 7 (b), the diagonal scale line 45 of the gradient scale portion 44 is then obliquely penetrated so that the one side edge in the longitudinal direction of the oblique penetration plate 5 is along the target gradient scale line 45. The plate 5 is inclined, and the oblique through plate 5 is fastened and fixed to the horizontal through plate 4 via the fixtures 7a and 7b.

このとき、回動規制部48に斜貫板5の長手方向一側縁を接触させた状態で斜貫板支持機構46により横貫板4に固定具7aで軸支された斜貫板5を単に回動操作すれば、意識的に移動操作しなくても、常に斜貫板の長手方向一側縁を、基準点を通る勾配目盛線に正確に合わせることができる。   At this time, with the rotation restricting portion 48 in contact with the longitudinal side edge of the oblique plate 5, the oblique plate 5 that is pivotally supported by the fixing plate 7 a on the lateral through plate 4 is simply used by the oblique plate support mechanism 46. If the rotation operation is performed, the one side edge in the longitudinal direction of the oblique plate can always be accurately aligned with the gradient scale line passing through the reference point without the intentional movement operation.

以上説明した通り、本発明による法丁張装置は、所定勾配の法面に沿うように斜貫板5の傾斜姿勢を調節する指標となる複数の勾配目盛線45を備えた勾配目盛部44と、斜貫板5の傾斜姿勢が勾配目盛線45の何れかに沿うように、斜貫板5を移動及び回動可能に支持(軸支)する斜貫板支持機構46と、を備えて構成されている横貫板4を含む。上述の例では、斜貫板支持機構46は、スリットと固定具7aによって構成される。   As described above, the law tightening apparatus according to the present invention includes the gradient scale unit 44 including a plurality of gradient scale lines 45 serving as an index for adjusting the inclination posture of the diagonal plate 5 along the slope of a predetermined gradient. A diagonal plate support mechanism 46 that supports (shaft supports) the diagonal plate 5 so as to be movable and rotatable so that the inclined posture of the diagonal plate 5 follows any of the gradient scale lines 45. The transverse plate 4 is formed. In the above-described example, the diagonal plate support mechanism 46 is configured by the slit and the fixture 7a.

また、複数の勾配目盛線45が一つの基準点BPで交差するように設けられ、斜貫板5の長手方向一側縁と接した状態で基準点BP周りに斜貫板5が回動するように規制する回動規制部48が、横貫板4に設けられている。   A plurality of gradient scale lines 45 are provided so as to intersect at one reference point BP, and the oblique plate 5 rotates around the reference point BP in a state of being in contact with the longitudinal side edge of the oblique plate 5. A rotation restricting portion 48 for restricting in this manner is provided on the transverse plate 4.

また、斜貫板支持機構46に軸支され、勾配目盛線45の何れかに沿うように調節された斜貫板5を斜貫板支持機構46と共働して固定する斜貫板固定機構49が、勾配目盛部44に設けられている。   Also, a diagonal plate fixing mechanism that is supported by the diagonal plate support mechanism 46 and that fixes the diagonal plate 5 adjusted along any of the gradient scale lines 45 in cooperation with the diagonal plate support mechanism 46. 49 is provided in the gradient scale portion 44.

また、斜貫板支持機構46によって横貫板4に軸支された状態で、横貫板4に対して長手方向の相対位置を調整する斜貫板案内機構53と、斜貫板案内機構53を介して基端50から基準点BPまでの長さを所定長さに調節する指標となる目盛線を備えた斜貫板目盛部51と、を備えて構成されている斜貫板5を含む。   In addition, a diagonal plate guide mechanism 53 that adjusts the relative position in the longitudinal direction with respect to the horizontal through plate 4 while being supported by the horizontal plate 4 by the diagonal plate support mechanism 46, and the diagonal plate guide mechanism 53. And a diagonal plate scale portion 51 having a scale plate scale portion 51 having a scale line as an index for adjusting the length from the base end 50 to the reference point BP to a predetermined length.

また、横貫板4を軸支する横貫板支持機構と、横貫板支持機構によって支持(軸支)した状態で横貫板4の対地高さを調節可能に案内する横貫板縦案内機構21,31と、を備えて構成され、地面に立設される杭部材2,3を含む。横貫板支持機構は固定具7c,7dで構成されている。   Also, a transverse plate support mechanism for pivotally supporting the transverse plate 4, and transverse plate longitudinal guide mechanisms 21, 31 for guiding the height of the transverse plate 4 to be adjustable while being supported (axially supported) by the transverse plate support mechanism, , And includes pile members 2 and 3 erected on the ground. The transverse plate support mechanism is composed of fixtures 7c and 7d.

また、横貫板支持機構によって杭部材2,3に支持(軸支)された状態で横貫板4の長手方向に沿って横貫板4を移動可能に案内する横貫板横案内機構42,43と、横貫板横案内機構42,43を介して横貫板支持機構に対する横貫板4の相対距離を調節する指標となる目盛線を備えた横貫板目盛部41と、が横貫板に設けられている。   Also, transverse plate lateral guide mechanisms 42 and 43 for guiding the transverse plate 4 movably along the longitudinal direction of the transverse plate 4 while being supported (axially supported) by the pile members 2 and 3 by the transverse plate support mechanism, A transverse plate scale portion 41 having a scale line serving as an index for adjusting the relative distance of the transverse plate 4 with respect to the transverse plate support mechanism via the transverse plate lateral guide mechanisms 42 and 43 is provided on the transverse plate.

さらに、横貫板目盛部41の目盛線を指示する指示部61と、横貫板目盛部41の目盛線の基準位置CPを指示するように指示部61を横貫板4に沿って移動可能に案内する指示部案内機構63と、横貫板縦案内機構21に沿って横貫板4とともに移動可能に支持(軸支)する横貫板案内部材支持機構と、を備えて構成されている横貫板案内部材を含む。横貫板案内部材支持機構は固定具7eで構成されている。   Further, the indicator 61 that indicates the scale line of the transverse plate scale portion 41 and the indicator 61 are guided so as to be movable along the transverse plate 4 so as to indicate the reference position CP of the scale line of the transverse plate scale portion 41. A transverse plate guide member configured to include an instruction portion guide mechanism 63 and a transverse plate guide member support mechanism that supports (axially supports) the transverse plate 4 so as to be movable along the transverse plate vertical guide mechanism 21. . The transverse plate guide member support mechanism is constituted by a fixture 7e.

以下に本発明による法丁張装置の別実施形態を説明する。
上述した実施形態では、各部材が樹脂材料で構成された例を説明したが、特にその種類を限定するものではなく、ポリプロピレン(PP)等の汎用の樹脂材料を用いることができる。尚、その際に横貫板4、斜貫板5、杭部材2,3のそれぞれの剛性を高めるために、互いの接触面とは反対側の面にリブ等の補強部を設けてもよい。特に杭部材2,3は、地面に打ち込む際のハンマーによる衝撃で容易に撓むことがないように、断面が‘L’字状に形成されていることが好ましい。
In the following, another embodiment of the law tensioning apparatus according to the present invention will be described.
In the embodiment described above, an example in which each member is made of a resin material has been described. However, the type is not particularly limited, and a general-purpose resin material such as polypropylene (PP) can be used. In this case, in order to increase the rigidity of each of the horizontal through plate 4, the oblique through plate 5, and the pile members 2 and 3, a reinforcing portion such as a rib may be provided on the surface opposite to the mutual contact surface. In particular, the pile members 2 and 3 are preferably formed in a 'L' shape so that the pile members 2 and 3 are not easily bent by the impact of a hammer when driven into the ground.

また、各部材が樹脂材料以外の軽量部材で構成されていてもよい。例えばアルミニウムまたはアルミニウム合金などの軽金属で構成されていてもよい。軽金属とは、一般的に比重が4ないし5以下の金属をいい、アルミニウム以外にチタン等を用いることができる。   Moreover, each member may be comprised with lightweight members other than the resin material. For example, you may be comprised with light metals, such as aluminum or aluminum alloy. The light metal generally means a metal having a specific gravity of 4 to 5 or less, and titanium or the like can be used in addition to aluminum.

上述した実施形態では、斜貫板の長手方向一側縁と接した状態で前記基準点周りに前記斜貫板が回動するように規制する回動規制部48として、断面矩形の柱状ピンで構成され、柱状体の4枚の周壁が交差する何れか一つの角部が基準点BPに位置する構成を説明したが、断面矩形に限るものではなく、少なくとも常に斜貫板5の長手方向一側縁と点接触するような角部を備えたピン形状であればよい。   In the above-described embodiment, a columnar pin having a rectangular cross section is used as the rotation restricting portion 48 that restricts the oblique penetration plate to rotate about the reference point in a state where it is in contact with one longitudinal side edge of the oblique penetration plate. The configuration in which any one corner where the four peripheral walls of the columnar body intersect is located at the reference point BP has been described. What is necessary is just a pin shape provided with the corner | angular part which makes point contact with a side edge.

また、本発明による法丁張装置は、回動規制部48が必須の構成要素ではなく、回動規制部48を備えていなくてもよい。その場合には、目標となる勾配目盛線45に斜貫板5の長手方向一側縁52が沿うように、斜貫板支持機構46を構成する弧状スリットに沿って斜貫板5を回動及び移動させながら調節すればよい。   Further, in the law tightening apparatus according to the present invention, the rotation restricting portion 48 is not an essential component, and the rotation restricting portion 48 may not be provided. In that case, the diagonal plate 5 is rotated along the arcuate slit constituting the diagonal plate support mechanism 46 so that the longitudinal side edge 52 of the diagonal plate 5 is along the target gradient scale line 45. And it may be adjusted while moving.

上述した実施形態では、横貫板案内部材6を設けて、横貫板横案内機構42,43に沿って横貫板4を移動させる際に、指示部61によって指示された目盛線を基準にすることで、必要な距離を正確に読み取れる構成を説明したが、横貫板案内部材6を備えていない法丁張装置であってもよい。その場合は、操作者が横貫板目盛部41aの目盛を目視して移動距離を考慮しつつ移動させればよい。   In the embodiment described above, when the transverse plate guide member 6 is provided and the transverse plate 4 is moved along the transverse plate lateral guide mechanisms 42 and 43, the scale line designated by the instruction unit 61 is used as a reference. Although the configuration that can accurately read the necessary distance has been described, a legal tensioning device that does not include the transverse plate guide member 6 may be used. In such a case, the operator may move it while viewing the scale of the transverse plate scale portion 41a while considering the movement distance.

また、上述した例では、横貫板目盛部41が左右対称になるように中心部を基準位置CPとして左右に目盛が刻まれた例を説明したが、基準位置CPを中心に左右対称に目盛が刻まれていなくてもよく、左右何れかの端部を基準に目盛が刻まれていてもよい。この場合も、指示部61によって指示された目盛線を基準にして、横貫板4を目標勾配水平距離だけ移動させればよい。   Further, in the above-described example, the example in which the scale is engraved on the left and right with the center portion as the reference position CP so that the transverse plate scale portion 41 is left-right symmetric is described. However, the scale is symmetric about the reference position CP. It does not need to be engraved, and the scale may be engraved with reference to either left or right end. Also in this case, the transverse plate 4 may be moved by the target gradient horizontal distance with reference to the scale line instructed by the instruction unit 61.

横貫板支持機構によって杭部材2,3に軸支された状態で横貫板横案内機構42,43に沿って横貫板4を長手方向に移動させる場合、横貫板支持機構である固定具7c,7dは緩固定された状態にあるため、横貫板4の水平姿勢や上下位置がずれる虞がある。そのような場合に備えて、杭部材2,3に横貫板4の下方へのずり下がりを阻止するストッパー部材を設けてもよい。   When the transverse plate 4 is moved in the longitudinal direction along the transverse plate lateral guide mechanisms 42 and 43 while being pivotally supported by the pile members 2 and 3 by the transverse plate support mechanism, the fixtures 7c and 7d which are transverse plate support mechanisms are used. Is in a loosely fixed state, there is a risk that the horizontal posture and the vertical position of the transverse plate 4 will shift. In preparation for such a case, the pile members 2 and 3 may be provided with a stopper member that prevents the transverse through plate 4 from sliding downward.

図8には、ストッパー部材24,34が示されている。当該ストッパー部材は、断面‘コ’の字形に形成され、杭部材2,3の表裏両面から杭部材2,3を挟みつけるように杭部材2,3固定され、杭部材2,3に沿って上下移動を許容する移動機構が設けられている。移動機構として杭部材2,3の裏面に上下方向に延びるように形成されたリブと、ストッパー部材のうち杭部材2,3の裏面と対向する面に形成され、当該リブを嵌入する溝部とで構成することができる。   FIG. 8 shows the stopper members 24 and 34. The stopper member is formed in a U-shaped cross section, and is fixed to the pile members 2 and 3 so as to sandwich the pile members 2 and 3 from both sides of the pile members 2 and 3, along the pile members 2 and 3. A moving mechanism that allows vertical movement is provided. A rib formed so as to extend in the vertical direction on the back surface of the pile members 2 and 3 as a moving mechanism, and a groove portion that is formed on a surface of the stopper member that faces the back surface of the pile members 2 and 3 and into which the rib is inserted. Can be configured.

上述した実施形態は何れも本発明の一態様に過ぎず、該記載により本発明の技術的範囲が限定されるものではなく、本発明の作用効果を奏する範囲で各部の具体的な構造、形状、大きさ、材料等は適宜変更設計することができることはいうまでもない。   Each of the above-described embodiments is merely one aspect of the present invention, and the technical scope of the present invention is not limited by the description, and the specific structure and shape of each part are within the scope of the effects of the present invention. Needless to say, the size, material, and the like can be changed and designed as appropriate.

1:仮鋲
2:杭部材
3:杭部材
4:横貫板
5:斜貫板
7:固定具
41:横貫板目盛部
44:勾配目盛部
45:勾配目盛線
46:斜貫板支持機構
48:回動規制部
BP:基準点
CP:基準位置
1: Suspension 2: Pile member 3: Pile member 4: Transverse plate 5: Diagonal plate 7: Fixing tool 41: Transverse plate scale portion 44: Gradient scale portion 45: Gradient scale line 46: Diagonal plate support mechanism 48: Rotation restriction part BP: Reference point CP: Reference position

Claims (10)

所定勾配の法面に沿うように斜貫板の傾斜姿勢を調節する指標となる複数の勾配目盛線を備えた勾配目盛部と、
前記斜貫板の傾斜姿勢が前記勾配目盛線の何れかに沿うように、前記斜貫板を移動及び回動可能に支持する斜貫板支持機構と、
を備えて構成されている横貫板を含む法丁張装置。
A gradient scale portion having a plurality of gradient scale lines that serve as an index for adjusting the inclination posture of the diagonal plate so as to follow a slope of a predetermined gradient;
A diagonal plate support mechanism for supporting the diagonal plate so as to be movable and rotatable so that the inclined posture of the diagonal plate follows any of the gradient scale lines;
A law tensioning apparatus including a transversal plate that is configured to include:
前記複数の勾配目盛線が一つの基準点で交差するように設けられ、前記斜貫板の長手方向一側縁と接した状態で前記基準点周りに前記斜貫板が回動するように規制する回動規制部が、前記横貫板に設けられている請求項1記載の法丁張装置。   The plurality of gradient scale lines are provided so as to intersect at one reference point, and the diagonal plate is restricted from rotating around the reference point in contact with one side edge in the longitudinal direction of the diagonal plate. The law tensioning apparatus according to claim 1, wherein a rotation restricting portion is provided on the transverse plate. 前記斜貫板支持機構に軸支され、前記勾配目盛線の何れかに沿うように調節された前記斜貫板を前記斜貫板支持機構と共働して固定する斜貫板固定機構が、前記勾配目盛部に設けられている請求項2記載の法丁張装置。 A diagonal plate fixing mechanism that is pivotally supported by the diagonal plate support mechanism and fixes the diagonal plate adjusted so as to be along any one of the gradient scale lines in cooperation with the diagonal plate support mechanism, The law tensioning apparatus according to claim 2, which is provided in the gradient scale portion. 前記斜貫板支持機構によって前記横貫板に支持された状態で、前記横貫板に対して長手方向の相対位置を調整する斜貫板案内機構と、
前記斜貫板案内機構を介して基端から前記基準点までの長さを所定長さに調節する指標となる目盛線を備えた斜貫板目盛部と、
を備えて構成されている斜貫板を含む請求項2または3記載の法丁張装置。
A diagonal plate guide mechanism that adjusts a relative position in the longitudinal direction with respect to the horizontal plate while being supported by the horizontal plate by the diagonal plate support mechanism;
A diagonal plate scale portion having a scale line serving as an index for adjusting the length from the base end to the reference point to a predetermined length via the diagonal plate guide mechanism,
4. The law tensioning apparatus according to claim 2 or 3 , comprising a diagonal plate configured to include:
前記横貫板を支持する横貫板支持機構と、
前記横貫板支持機構によって支持した状態で前記横貫板の対地高さを調節可能に案内する横貫板縦案内機構と、
を備えて構成され、地面に立設される杭部材を含む請求項4記載の法丁張装置。
A transverse plate support mechanism for supporting the transverse plate;
A transverse guide plate vertical guide mechanism that guides the height of the transverse plate to the ground while being supported by the transverse plate support mechanism;
The legging apparatus according to claim 4, comprising a pile member that is erected on the ground.
前記横貫板支持機構によって前記杭部材に支持された状態で前記横貫板の長手方向に沿って前記横貫板を移動可能に案内する横貫板横案内機構と、
前記横貫板横案内機構を介して前記横貫板支持機構に対する前記横貫板の相対距離を調節する指標となる目盛線を備えた横貫板目盛部と、
が前記横貫板に設けられている請求項5記載の法丁張装置。
A transverse plate lateral guide mechanism for movably guiding the transverse plate along the longitudinal direction of the transverse plate while being supported by the pile member by the transverse plate support mechanism;
A transverse plate scale portion provided with a scale line serving as an index for adjusting the relative distance of the transverse plate to the transverse plate support mechanism via the transverse plate lateral guide mechanism;
6. The law tensioning apparatus according to claim 5, wherein is provided on the transverse plate.
前記横貫板目盛部の目盛線を指示する指示部と、
前記横貫板目盛部の目盛線の基準位置を指示するように前記指示部を前記横貫板に沿って移動可能に案内する指示部案内機構と、
前記横貫板縦案内機構に沿って前記横貫板とともに移動可能に支持する横貫板案内部材支持機構と、
を備えて構成されている横貫板案内部材を含む請求項6記載の法丁張装置。
An instruction unit for indicating a scale line of the transverse plate scale unit;
An indicator guide mechanism that guides the indicator movably along the transverse plate so as to indicate a reference position of a scale line of the transverse plate scale portion;
A transverse plate guide member supporting mechanism that supports the transverse plate vertically movably along with the transverse plate;
The legging apparatus according to claim 6, comprising a transversal plate guide member configured to include:
請求項1記載の横貫板と請求項4記載の斜貫板とが前記斜貫板支持機構で回動自在に連結され、前記横貫板と請求項5記載の杭部材が前記横貫板支持機構で回動自在に連結され、前記斜貫板支持機構及び前記横貫板支持機構を介して折り畳み可能に構成されている法丁張装置。   The transverse through plate according to claim 1 and the oblique through plate according to claim 4 are rotatably connected by the oblique through plate supporting mechanism, and the lateral through plate and the pile member according to claim 5 are connected by the transverse through plate supporting mechanism. A law tensioning apparatus that is rotatably connected and is configured to be foldable via the oblique penetration plate support mechanism and the transverse penetration plate support mechanism. 請求項5記載の杭部材を地面に立設する工程と、
請求項4記載の斜貫板を請求項6記載の横貫板の勾配目盛部を指標にして前記横貫板と直交姿勢となり、前記斜貫板目盛部を指標にして前記斜貫板の基端から基準点までの長さが目標勾配垂直距離となるように調節して前記斜貫板支持機構で固定する工程と、
前記斜貫板の基端が予め地面に打ち込まれた仮鋲に接するように前記横貫板縦案内機構に沿って水平姿勢で前記横貫板の対地高さを調節する工程と、
前記仮鋲から斜貫板の基端までの長さが目標勾配水平距離となるように前記横貫板目盛部を指標にして前記横貫板を前記横貫板横案内機構に沿って移動させる工程と、
前記勾配目盛部を指標にして前記斜貫板が目標勾配に沿うように傾斜させる工程と、
を含む法丁張方法。
A step of standing the pile member according to claim 5 on the ground;
The oblique through plate according to claim 4 is orthogonal to the transverse through plate using the gradient scale portion of the transverse plate according to claim 6 as an index, and from the base end of the oblique plate using the oblique plate scale portion as an index. Adjusting the length to the reference point to be the target gradient vertical distance and fixing with the diagonal plate support mechanism;
Adjusting the ground clearance of the horizontal through plate in a horizontal position along the horizontal through plate vertical guide mechanism so that the base end of the oblique through plate is in contact with a temporary anchor previously driven into the ground;
Moving the transverse plate along the transverse plate lateral guide mechanism using the transverse plate scale as an index so that the length from the temporary shield to the base end of the oblique plate becomes a target gradient horizontal distance;
Inclining the oblique plate so as to follow a target gradient using the gradient scale portion as an index; and
Including law-pending method.
請求項7記載の横貫板案内部材の指示部が前記横貫板目盛部の目盛線の基準位置を指示するように前記横貫板案内部材を指示部案内機構に沿って移動させる工程と、
前記仮鋲から斜貫板の基端までの長さが目標勾配水平距離となるように前記指示部で指示される前記横貫板目盛部を指標にして前記横貫板を前記横貫板横案内機構に沿って移動させる工程を含む請求項9記載の法丁張方法。
A step of moving the transverse plate guide member along the indication portion guide mechanism so that the indication portion of the transverse plate guide member according to claim 7 indicates a reference position of a scale line of the transverse plate scale portion;
The transverse plate is used as the transverse guide lateral guide mechanism with the transverse plate scale portion indicated by the indicator as an index so that the length from the temporary shield to the base end of the oblique plate becomes a target gradient horizontal distance. The method according to claim 9, comprising a step of moving along.
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