JP4669672B2

JP4669672B2 - Hanging jig

Info

Publication number: JP4669672B2
Application number: JP2004185439A
Authority: JP
Inventors: 山本　　彰; 誠鳥井原; 浩山田; 泰治三上; 大伍佐藤; 正良深井; 勝岡山
Original assignee: Obayashi Corp; Nippon Concrete Industries Co Ltd; Sumitomo SEI Steel Wire Corp; Nittoc Constructions Co Ltd
Current assignee: Obayashi Corp; Nippon Concrete Industries Co Ltd; Sumitomo SEI Steel Wire Corp; Nittoc Constructions Co Ltd
Priority date: 2004-06-23
Filing date: 2004-06-23
Publication date: 2011-04-13
Anticipated expiration: 2024-06-23
Also published as: JP2006008292A

Description

本発明は、受圧板を吊り下げるための吊下げ治具に関し、特に、受圧板を傾斜させた状態で保つ機能を備えた吊下げ治具に関する。 The present invention relates to a hanging jig for suspending a pressure receiving plate , and more particularly to a hanging jig having a function of keeping the pressure receiving plate in an inclined state.

一般に、グラウンドアンカー用として使用される受圧板３１は、図１０及び図１１に示すように、略円錐台形状をなすものであって、地山５０の斜面５１上に、斜面５１の傾斜角度、向きに合わせて設置され、この受圧板３１を介して地山５０に打設されるテンドン（図示せず）の緊張力が地山５０側に伝達され、地山５０に地すべり等が生じるのが防止される。 In general, the pressure receiving plate 31 used for the ground anchor has a substantially truncated cone shape as shown in FIGS. 10 and 11, and the inclination angle of the inclined surface 51 on the inclined surface 51 of the natural ground 50, The tension force of a tendon (not shown) that is installed according to the direction and is placed on the natural ground 50 through the pressure receiving plate 31 is transmitted to the natural ground 50 side, and a landslide or the like occurs in the natural ground 50. Is prevented.

上記のような構成の受圧板３１を地山５０の斜面５１上に設置するには、図１０及び図１１に示すように、２台のクレーン（又はチェーンブロック）を用い、受圧板３１の周面の４箇所にそれぞれアイボルト３８を介してワイヤー３７の一端部を取り付ける。 In order to install the pressure receiving plate 31 configured as described above on the slope 51 of the natural ground 50, as shown in FIGS. 10 and 11, two cranes (or chain blocks) are used to surround the pressure receiving plate 31. One end of a wire 37 is attached to each of four locations on the surface via eyebolts 38.

そして、斜面５１の上位側となる受圧板３１の部分に取り付けた２本のワイヤー３７、３７の他端部を一方のクレーン（又はチェーンブロック）のフック３６に取り付け、斜面５１の下位側となる受圧板３１の部分に取り付けた２本のワイヤー３７、３７の他端部を他方のクレーン（又はチェーンブロック）のフック３５に取り付ける。 Then, the other ends of the two wires 37, 37 attached to the portion of the pressure receiving plate 31 on the upper side of the slope 51 are attached to the hook 36 of one crane (or chain block), and become the lower side of the slope 51. The other ends of the two wires 37 attached to the pressure receiving plate 31 are attached to the hook 35 of the other crane (or chain block).

そして、一方のクレーン及び他方のクレーンを操作し、一方のクレーンのフック３５の上下方向の位置及び他方のクレーンのフック３６の上下方向の位置を調整することにより、受圧板３１の傾斜角度を地山５０の斜面５１の傾斜角度に合わせる。そして、受圧板３１を矢印の方向に押すことにより、受圧板３１の水平方向の向きを地山５０の斜面５１の向きに合わせる。そして、このような傾斜角度の調整作業、向きの調整作業を行うことにより、受圧板３１が地山５０の所定の位置の斜面５１上に設置される。 Then, by operating one crane and the other crane and adjusting the vertical position of the hook 35 of one crane and the vertical position of the hook 36 of the other crane, the inclination angle of the pressure receiving plate 31 can be adjusted to the ground. Adjust to the slope angle of slope 51 of mountain 50. Then, by pressing the pressure receiving plate 31 in the direction of the arrow, the horizontal direction of the pressure receiving plate 31 is matched with the direction of the slope 51 of the natural ground 50. And the pressure receiving plate 31 is installed on the slope 51 of the predetermined position of the natural ground 50 by performing adjustment work of such an inclination angle, and adjustment work of direction.

そして、受圧板３１を地山５０の斜面５１上に設置した後に、地山５０に打設したテンドン（図示せず）の上端部を受圧板３１の中心部の貫通孔３２内を挿通させ、ジャッキ（図示せず）によりテンドンを緊張させ、テンドンの上端部に定着具（図示せず）を装着し、テンドンを緊張させた状態に保持することにより、テンドンの緊張力を地山５０側に伝達させることができる。 And after installing the pressure receiving plate 31 on the slope 51 of the natural ground 50, the upper end part of the tendon (not shown) cast in the natural ground 50 is inserted in the through-hole 32 of the center part of the pressure receiving plate 31, The tendon is tensioned by a jack (not shown), a fixing tool (not shown) is attached to the upper end of the tendon, and the tendon is held in a tense state, so that the tendon tension is applied to the natural ground 50 side. Can be transmitted.

ところで、上記のように２台のクレーン（又はチェーンブロック）を使用して受圧板３１を地山５０の斜面５１上に設置する場合に、２台のクレーン（又はチェーンブロック）を操作して、一方のクレーンのフック３５及び他方のクレーンのフック３６の上下方向の位置を調整して受圧板３１の角度を調整しなければならないため、その作業に多大な労力と時間を有し、作業効率が低下し、工期が長くなってしまう。 By the way, when installing the pressure receiving plate 31 on the slope 51 of the natural ground 50 using two cranes (or chain blocks) as described above, the two cranes (or chain blocks) are operated, Since the angle of the pressure receiving plate 31 must be adjusted by adjusting the vertical position of the hook 35 of one crane and the hook 36 of the other crane, the work has a lot of labor and time, and the work efficiency is high. It will decrease and the construction period will be longer.

また、クレーンを操作する作業者の熟練度によって受圧板３１の傾斜角度の調整にばらつきが生じるため、常に一定の精度で受圧板３１を斜面５１上に設置することができない。このため、図１２に示すように、受圧板３１と斜面５１との間に不陸調整用マット５２を使用する場合には、受圧板３１の傾斜角度、向きを調整する作業中に、不陸調整用マット５２に傷を付けたり、損傷させたりする虞があるため、受圧板３１の傾斜角度の調整に多大な労力と時間がかかり、作業効率が低下し、工期が長くなってしまう。 Further, since the adjustment of the inclination angle of the pressure receiving plate 31 varies depending on the skill level of the operator who operates the crane, the pressure receiving plate 31 cannot always be installed on the slope 51 with a certain accuracy. For this reason, as shown in FIG. 12, when the unevenness adjustment mat 52 is used between the pressure receiving plate 31 and the inclined surface 51, the unevenness during the operation of adjusting the inclination angle and direction of the pressure receiving plate 31 is not performed. Since there is a risk of scratching or damaging the adjustment mat 52, adjustment of the inclination angle of the pressure receiving plate 31 takes a great deal of labor and time, resulting in a decrease in work efficiency and a longer work period.

本発明は、上記のような従来の問題に鑑みなされたものであって、受圧板を地山の斜面上に設置する場合、受圧板の傾斜角度及び向きを設置箇所の斜面の傾斜角度及び向きに容易にかつ高精度で合わせることができ、これにより、受圧板を斜面へ設置する際に要する労力、時間を大幅に削減することができ、作業効率を高め、工期を短縮することができる吊下げ治具を提供することを目的とするものである。 The present invention has been made in view of the conventional problems as described above, when installing the pressure receiving plate on the slope of the natural ground, the inclination angle and orientation of the tilt angle and orientation of installation locations slope of the pressure receiving plate Can be adjusted easily and with high accuracy. This makes it possible to significantly reduce the labor and time required to install the pressure receiving plate on the slope, to improve work efficiency and shorten the construction period. The object is to provide a lowering jig.

本発明は、上記のような課題を解決するために、以下のような手段を採用している。
すなわち、請求項１に係る発明は、グラウンドアンカーのテンドンを挿通するための貫通孔が設けられた受圧板をワイヤーにより吊り下げて設置箇所に搬送し、設置箇所の斜面上に設置するための吊下げ治具であって、前記受圧板に一体に取り付けられ、前記貫通孔に挿通させたテンドンとの干渉を避けるための開口部を有する円環状の取付け部と、該取付け部に一体にその径方向に対向する位置から接線方向に同じ向きに延びるように連結されるとともに、ワイヤーを取り付けるための吊下げ孔が所定の間隔ごとに複数箇所に設けられる一対のアーム板とを備え、前記一対のアーム板の所定の吊下げ孔にワイヤーを取り付け、該ワイヤーを介して前記受圧板を吊り下げることにより、前記受圧板が使用する吊下げ孔に応じた角度に傾斜するように構成したことを特徴とする。
本発明による吊下げ治具によれば、円環状の取付部を受圧板に一体に取り付け、一対のアーム板の所定の吊下げ孔にワイヤーを取り付け、ワイヤーを介して受圧板を吊下げることにより、受圧板が使用する吊下げ孔に応じた角度に傾斜し、その傾斜角度に保持されることになる。また、取付部が円環状であるため、その開口部により、受圧板の貫通孔に挿通されるテンドンとの干渉を避けることができる。 The present invention employs the following means in order to solve the above problems.
That is, the invention according to claim 1 suspends the pressure receiving plate provided with the through hole for inserting the tendon of the ground anchor by the wire, conveys it to the installation location, and suspends it for installation on the slope of the installation location. A lowering jig, which is integrally attached to the pressure receiving plate and has an opening for avoiding interference with a tendon inserted through the through hole, and a diameter thereof integrally with the attachment. from the position opposed to the direction coupled so as to extend in the same direction tangentially Rutotomoni, and a pair of arms plates hanging hole for attaching the wire is provided at a plurality of locations at predetermined intervals, the pair attaching a wire to a predetermined hanging hole of the arm plate, by suspending said pressure receiving plate through the wire, you inclined at an angle corresponding to the suspended hole through which the pressure receiving plate is used Characterized in that the sea urchin configuration.
According to hanging up jig according to the invention, mounted integral mounting portion of the annular pressure receiving plate, mounting a wire in a predetermined hanging hole of the pair of arms plates, the hanging of the pressure receiving plate via a wire Thus, the pressure receiving plate is inclined at an angle corresponding to the suspension hole used and held at the inclined angle. In addition, since the attachment portion is annular, the opening can avoid interference with the tendon inserted through the through hole of the pressure receiving plate.

請求項２に係る発明は、請求項１に記載の吊下げ治具であって、前記一対のアーム板の複数の吊下げ孔は、前記受圧板の重心を通る線からの距離がそれぞれ異なるように位置が設定されていることを特徴とする。
本発明による吊下げ治具によれば、一対のアーム板の所定の吊下げ孔にワイヤーを取り付け、ワイヤー及び吊下げ治具を介して受圧板を吊下げることにより、受圧板が所定の角度に傾斜し、その傾斜角度に保持されることになる。 The invention according to claim 2 is the suspension jig according to claim 1, wherein the plurality of suspension holes of the pair of arm plates have different distances from a line passing through the center of gravity of the pressure receiving plate. It is characterized in that the position is set in.
According to lowering jig suspended according to the invention, fitted with a wire in a predetermined hanging hole of the pair of arms plates, by hanging the pressure receiving plate through the wire and hanging fixture, the pressure receiving plate is at a predetermined angle It tilts and is held at the tilt angle.

以上、説明したように、本発明の吊り下げ治具によれば、取付け部を受圧板に取り付け、一対のアーム板の所定の吊下げ孔にワイヤーを取り付け、このワイヤーをクレーンのフックに取り付け、クレーンを操作してフックを上昇させることにより、受圧板を使用する吊下げ孔に対応した角度に傾斜させることができ、その傾斜角度に保持することができることになる。従って、受圧板を設置箇所の斜面上に設置する場合に、従来のように、２台のクレーンを使用して各クレーンのフックの上下方向の位置を調整する必要はなく、１台のクレーンを使用して設置箇所に搬送するだけで足りるので、受圧板の傾斜角度の調整が容易となり、受圧板の設置に要する手間及び時間を大幅に削減でき、作業効率を高めることができ、工期を短縮することができる。 As described above, according to the hanging jig of the present invention, the attachment portion is attached to the pressure receiving plate , the wire is attached to the predetermined suspension hole of the pair of arm plates , and the wire is attached to the hook of the crane. By operating the crane and raising the hook, it is possible to incline to an angle corresponding to the suspension hole using the pressure receiving plate, and to maintain the inclination angle. Therefore, when installing the pressure receiving plate on the slope of the installation location, it is not necessary to use two cranes to adjust the vertical position of the hooks of each crane, as in the prior art. since it is only necessary to transport to the installation location using, it is easy to adjust the inclination angle of the pressure receiving plate, the labor and time required for installation of the pressure receiving plate can be greatly reduced, it is possible to improve the work efficiency, shorten the construction period can do.

以下、図面に示す本発明の実施の形態について説明する。
図１〜図９には、本発明による吊り下げ治具の一実施の形態が示されていて、図１は吊下げ治具の全体を示す平面図、図２は図１の正面図、図３は吊下げ治具の使用状態を示す正面図、図４は図３の側面図、図５は吊下げ治具と被吊下げ体である受圧板との相対的な位置決め方法の説明図、図６〜図９は吊下げ治具と受圧板の傾斜角度との関係を示す説明図である。 Hereinafter, embodiments of the present invention shown in the drawings will be described.
1 to 9 show an embodiment of a hanging jig according to the present invention. FIG. 1 is a plan view showing the whole hanging jig, and FIG. 2 is a front view of FIG. 3 is a front view showing a use state of the hoisting jig, FIG. 4 is a side view of FIG. 3, FIG. 5 is an explanatory view of a relative positioning method between the pressure receiving plate is lowered jig and the object to be hanging suspended body, 6 to 9 are explanatory views showing the relationship between the hanging jig and the inclination angle of the pressure receiving plate .

すなわち、この実施の形態に示す吊下げ治具１は、被吊下げ体１０である受圧板１１をクレーン１５により地山２０の斜面２１上に設置する作業に適用したものであって、受圧板１１へ取り付けるための取付け部２と、取付け部２に一体に設けられるとともに、吊下げ用のワイヤー１７を掛着させるための吊下げ部６とを備えている。 That is, the hanging jig 1 shown in this embodiment is applied to the work of installing the pressure receiving plate 11 which is the suspended body 10 on the slope 21 of the natural ground 20 by the crane 15. 11 is provided with an attachment portion 2 for attachment to 11, and a suspension portion 6 for being attached to the attachment portion 2 and for attaching a wire 17 for suspension.

取付け部２は、図１及び図２に示すように、中空円環板状の取付け板３と、取付け板３の外周部に一体に設けられる略三角形板状の一対の補強板５、５とから構成されている。取付け板３には、その中心を中心とする同心円上に、周方向に向かって所定の間隔ごとに複数のねじ挿通用の孔４が貫通した状態で設けられ、これらのねじ挿通用の孔４内に挿通させたねじ（図示せず）により取付け部２が受圧板１１の上部に取り付けられる。取付け板３が中空円環板状となっているので、吊下げ治具１の中央部が空いており、これにより、被吊下げ体１０が受圧板１１である場合のように中空部を有するものであって、これを取り付けるときに、当該中空部を図示しないグラウンドアンカーのアンカーテンドンが通過するようなものであっても、吊下げ治具１がアンカーテンドンのような被吊下げ体１０の中を通過する物と干渉することがない。 As shown in FIGS. 1 and 2, the attachment portion 2 includes a hollow annular plate-like attachment plate 3, and a pair of substantially triangular plate-like reinforcing plates 5, 5 integrally provided on the outer peripheral portion of the attachment plate 3. It is composed of The mounting plate 3 is provided with a plurality of screw insertion holes 4 penetrating at predetermined intervals in the circumferential direction on a concentric circle centered on the center thereof, and these screw insertion holes 4. The attachment portion 2 is attached to the upper portion of the pressure receiving plate 11 by a screw (not shown) inserted through the inside. Since the attachment plate 3 is in the shape of a hollow ring plate, the central portion of the hanging jig 1 is vacant, and thus has a hollow portion as in the case where the suspended body 10 is the pressure receiving plate 11. Even when the uncurtain of the ground anchor (not shown) passes through the hollow portion when the member is attached, the hanging jig 1 is used for the suspended body 10 such as the uncurtain don. There is no interference with anything passing through.

吊下げ部６は、略長方形板状をなす一対のアーム板７、７を有し、各アーム板７は取付け部２の取付け板３及び補強板５の外周部に、取付け板３の中心を中心として互いに平行となるように、かつ、取付け板３の上下面に対して上下面が直交するように、溶接等により一体に連結されている。 The hanging portion 6 has a pair of arm plates 7 and 7 having a substantially rectangular plate shape, and each arm plate 7 is located on the outer periphery of the mounting plate 3 and the reinforcing plate 5 of the mounting portion 2 and the center of the mounting plate 3. They are integrally connected by welding or the like so that they are parallel to each other as the center and the upper and lower surfaces are orthogonal to the upper and lower surfaces of the mounting plate 3.

両アーム板７、７は、一端が取付け部２の取付け板３の略中心に対応する位置に位置し、その位置から取付け板３の接線方向に延出して、他端が補強板５の先端よりも外方に突出している。両アーム板７、７の補強板５から突出している部分は、補強板５及び取付け板３に連結されている部分に対して所定の角度で下方に屈曲し、この屈曲している部分の先端部間に、アーム板７、７間の間隔を一定に保つための支持板９が溶接等により一体に連結されている。 One end of each of the arm plates 7, 7 is located at a position corresponding to the approximate center of the mounting plate 3 of the mounting portion 2, and the other end extends in the tangential direction of the mounting plate 3. Projecting outwards. The portions of the arm plates 7, 7 protruding from the reinforcing plate 5 are bent downward at a predetermined angle with respect to the portions connected to the reinforcing plate 5 and the mounting plate 3, and the tips of the bent portions A support plate 9 for keeping a constant distance between the arm plates 7 and 7 is integrally connected between the parts by welding or the like.

各アーム板７には、長手方向に向かって所定の間隔ごとに上下面間を貫通する複数の吊下げ孔８が設けられ、各吊下げ孔８内にそれぞれアイボルト等を介してワイヤー１７が掛着可能に構成されている。 Each arm plate 7 is provided with a plurality of suspension holes 8 penetrating between the upper and lower surfaces at predetermined intervals in the longitudinal direction, and wires 17 are hooked in the suspension holes 8 via eyebolts or the like. It is configured to be wearable.

各アーム板７の複数の吊下げ孔８は、図２中、左から２番目の吊下げ孔８（第１吊下げ孔８ａ）が取付け板２の中心に対応する位置に位置し、この第１吊下げ孔８ａを基準として、左方向に所定の寸法離れた位置に第２吊下げ孔８ｂが設けられ、第１吊下げ孔８ａから右方向に所定の間隔ごとに第３吊下げ孔８ｃ、第４吊下げ孔８ｄ……第１２吊下げ孔８ｌが設けられている。一方のアーム板７の第１吊下げ孔８ａ、第２吊下げ孔８ｂ、……第１２吊下げ孔８ｌと、他方のアーム板７の第１吊下げ孔８ａ、第２吊下げ孔８ｂ、……第１２吊下げ孔８ｌとは、取付け板３を挟んで互いに対向するように設けられている。 The plurality of suspension holes 8 of each arm plate 7 are located at positions where the second suspension hole 8 (first suspension hole 8 a) from the left in FIG. 2 corresponds to the center of the mounting plate 2. A second suspension hole 8b is provided at a position away from the first suspension hole 8a by a predetermined dimension in the left direction, and the third suspension hole 8c is spaced from the first suspension hole 8a to the right by a predetermined interval. The fourth suspension hole 8d is provided with a twelfth suspension hole 8l. The first suspension hole 8a, the second suspension hole 8b,... Of the one arm plate 7, the twelfth suspension hole 8l, the first suspension hole 8a, the second suspension hole 8b of the other arm plate 7, ... the 12th suspension hole 8l is provided so as to face each other with the attachment plate 3 in between.

受圧板１１は、図３及び図４に示すように、コンクリート等から形成される略円錐台形状をなすものであって、中心部に軸線方向に貫通する貫通孔１２が設けられ、この貫通孔１２内をグラウンドアンカーのテンドン（図示せず）が挿通するように構成されている。受圧板１１の上面側の貫通孔１２の周縁部には、周方向に向かって所定の間隔ごとに複数のねじ孔（図示せず）が設けられ、このねじ孔内に吊下げ治具１の取付け部２の各ねじ挿通用の孔４内に挿通させたねじ（図示せず）を螺合させることにより、吊下げ治具１が受圧板１１の上部に取り付けられる。 As shown in FIGS. 3 and 4, the pressure receiving plate 11 has a substantially truncated cone shape made of concrete or the like, and has a through hole 12 penetrating in the axial direction in the center portion. A ground anchor tendon (not shown) is inserted through the inside 12. A plurality of screw holes (not shown) are provided at predetermined intervals in the circumferential direction in the peripheral portion of the through hole 12 on the upper surface side of the pressure receiving plate 11. The hanging jig 1 is attached to the upper portion of the pressure receiving plate 11 by screwing screws (not shown) inserted into the respective screw insertion holes 4 of the attachment portion 2.

そして、上記のように構成したこの実施の形態による吊下げ治具１を用いて被吊下げ体１０である受圧板１１を地山２０の斜面２１上に設置するには、まず、取付け部２を受圧板１１の上部に位置して、取付け板３のねじ挿通用の孔４を受圧板１１のねじ孔に一致させ、取付け板３の各ねじ挿通用の孔４内にねじ（図示せず）を挿通させ、各ねじを受圧板１１側のねじ孔に螺合させて締め付け、取付け部２を介して吊下げ治具１を受圧板１１に取り付ける。この場合、図５に示すように、吊下げ治具１を受圧板１１に固定する前に、吊下げ治具１を受圧板１１上で回転させて、受圧板１１を地山２０の斜面２１上に設置したときに上位となる受圧板１１の部分に吊下げ治具１の吊下げ部６を位置させ、受圧板１１の円周方向に対する吊下げ治具１の相対的な位置決めをする。 In order to install the pressure receiving plate 11 as the suspended body 10 on the slope 21 of the natural ground 20 using the hanging jig 1 according to this embodiment configured as described above, first, the mounting portion 2 Is positioned above the pressure receiving plate 11, the screw insertion hole 4 of the mounting plate 3 is matched with the screw hole of the pressure receiving plate 11, and a screw (not shown) is inserted into each screw insertion hole 4 of the mounting plate 3. ) Are inserted, each screw is screwed into a screw hole on the pressure receiving plate 11 side and tightened, and the hanging jig 1 is attached to the pressure receiving plate 11 via the attachment portion 2. In this case, as shown in FIG. 5, before fixing the hanging jig 1 to the pressure receiving plate 11, the hanging jig 1 is rotated on the pressure receiving plate 11, so that the pressure receiving plate 11 is inclined to the slope 21 of the natural ground 20. The hanging portion 6 of the hanging jig 1 is positioned at the upper pressure receiving plate 11 when installed on the upper side, and the hanging jig 1 is positioned relative to the circumferential direction of the pressure receiving plate 11.

そして、図３及び図４に示すように、吊下げ治具１の吊下げ部６の各アーム板７の所定の吊下げ孔８ａ〜８ｌ内にアイボルト等を介してワイヤー１７の一端部を掛着させ、ワイヤー１７の他端部をクレーン１５のフックに掛着させる。この場合、図示はしないが、１本のワイヤーを両アーム板７、７の所定の吊下げ孔８ａ〜８ｌ間に掛着させても良い。 As shown in FIGS. 3 and 4, one end of the wire 17 is hooked into the predetermined suspension holes 8 a to 8 l of the arm plates 7 of the suspension part 6 of the suspension jig 1 via eyebolts or the like. The other end of the wire 17 is hooked on the hook of the crane 15. In this case, although not shown, one wire may be hooked between predetermined suspension holes 8a to 8l of both arm plates 7 and 7.

そして、クレーンを操作することにより、２本のワイヤー１７、１７及び吊下げ治具１を介して受圧板１１を上昇させ、受圧板１１を地山２０の所定の位置に搬送し、地山２０の斜面２１上に設置する。 Then, by operating the crane, the pressure receiving plate 11 is raised via the two wires 17 and 17 and the hanging jig 1, and the pressure receiving plate 11 is conveyed to a predetermined position of the natural ground 20. It is installed on the slope 21.

この場合、受圧板１１は、ワイヤー１７、１７を掛着させる吊下げ孔８ａ〜８ｌの位置に応じた角度に傾斜し、その傾斜角度を保った状態で地山２０の所定の位置に搬送されるので、地山２０の斜面２１の傾斜角度に対応する吊下げ孔８ａ〜８ｌを用いることにより、斜面２１への設置の際に、図３に矢印で示すように、受圧板１１の水平方向の向きのみを調整すれば良いことになる。 In this case, the pressure receiving plate 11 is inclined at an angle corresponding to the position of the suspension holes 8a to 8l to which the wires 17 and 17 are hooked, and is conveyed to a predetermined position of the natural ground 20 while maintaining the inclination angle. Therefore, by using the suspension holes 8 a to 8 l corresponding to the inclination angle of the slope 21 of the natural ground 20, the horizontal direction of the pressure receiving plate 11 is shown in FIG. It is only necessary to adjust the direction of the.

すなわち、アーム板７に設ける複数の吊下げ孔８ａ〜８ｌを、各種の傾斜角度の斜面に対応するように予め設定しておくことにより、設置箇所において、受圧板１１の傾斜角度を調整する必要はなく、受圧板１１の向きを斜面の向きに合わせる作業だけですむことになる。 That is, it is necessary to adjust the inclination angle of the pressure receiving plate 11 at the installation location by setting in advance the plurality of suspension holes 8a to 8l provided in the arm plate 7 so as to correspond to the inclined surfaces having various inclination angles. Rather, it is only necessary to adjust the direction of the pressure receiving plate 11 to the direction of the slope.

この実施の形態においては、第１吊下げ孔８ａ〜第１２吊下げ孔８ｌ（第１吊下げ孔８ａ、第３吊下げ孔８ｃ、第４吊下げ孔８ｄ、第１２吊下げ孔８ｌのみ表示。）に対応する受圧板１１の傾斜角度を図６〜図９に示すように設定している。 In this embodiment, only the first to 12th suspension holes 8a to 8l (the first suspension hole 8a, the third suspension hole 8c, the fourth suspension hole 8d, and the 12th suspension hole 8l are displayed. The inclination angle of the pressure receiving plate 11 corresponding to.) Is set as shown in FIGS.

（１）第１吊下げ孔
図６に示すように、第１吊下げ孔８ａにワイヤー１７を掛着させた場合には、第１吊下げ孔８ａが受圧板１１の重心を通る線上に位置することになるので、受圧板１１は水平（ワイヤー１７と受圧板１１の底面とのなす角度が９０°）となる。 (1) First hanging hole As shown in FIG. 6, when the wire 17 is hooked on the first hanging hole 8 a, the first hanging hole 8 a is positioned on a line passing through the center of gravity of the pressure receiving plate 11. Therefore, the pressure receiving plate 11 is horizontal (the angle formed by the wire 17 and the bottom surface of the pressure receiving plate 11 is 90 °).

（２）第３吊下げ孔
図７に示すように、第３吊下げ孔８ｃにワイヤー１７を掛着させた場合には、第３吊下げ孔８ｃが受圧板１１の重心を通る線から所定の距離離れていることにより、受圧板１１は所定の角度（ワイヤー１７と受圧板１１の底面とのなす角度が７９°）に傾斜する。 (2) Third hanging hole As shown in FIG. 7, when the wire 17 is hooked on the third hanging hole 8c, the third hanging hole 8c is predetermined from the line passing through the center of gravity of the pressure receiving plate 11. The pressure receiving plate 11 is inclined at a predetermined angle (an angle formed by the wire 17 and the bottom surface of the pressure receiving plate 11 is 79 °).

（３）第４吊下げ孔
図８に示すように、第４吊下げ孔８ｄにワイヤー１７を掛着させた場合には、第４吊下げ孔８ｄが受圧板１１の重心を通る線から所定の距離離れていることにより、受圧板１１は所定の角度（ワイヤー１７と受圧板１１の底面とのなす角度が５８°）に傾斜する。 (3) Fourth hanging hole As shown in FIG. 8, when the wire 17 is hooked on the fourth hanging hole 8d, the fourth hanging hole 8d is predetermined from the line passing through the center of gravity of the pressure receiving plate 11. The pressure receiving plate 11 is inclined at a predetermined angle (the angle formed by the wire 17 and the bottom surface of the pressure receiving plate 11 is 58 °).

（４）第１２吊下げ孔
図９に示すように、第１２吊下げ孔８ｌにワイヤー１７を掛着させた場合には、第１２吊下げ孔８ｌが受圧板１１の重心を通る線から所定の距離離れていることにより、受圧板１１は所定の角度（ワイヤー１７と受圧板１１の底面とのなす角度が２１°）に傾斜する。 (4) 12th hanging hole As shown in FIG. 9, when the wire 17 is hooked on the 12th hanging hole 81, the 12th hanging hole 8l is predetermined from the line passing through the center of gravity of the pressure receiving plate 11. The pressure receiving plate 11 is inclined at a predetermined angle (the angle formed by the wire 17 and the bottom surface of the pressure receiving plate 11 is 21 °).

上記のように構成したこの実施の形態による吊下げ治具１にあっては、受圧板１１をワイヤー１７を介して吊下げることにより、受圧板１１を所定の角度に傾斜させ、その傾斜角度に保つことができるので、地山２０の斜面２１上に設置する場合に、受圧板１１の向きを斜面２１の向きに合わせる作業だけで済むことになる。 In the hanging jig 1 according to this embodiment configured as described above, the pressure receiving plate 11 is inclined at a predetermined angle by suspending the pressure receiving plate 11 via the wire 17, and the inclination angle is set to the inclination angle. Therefore, when installing on the slope 21 of the natural ground 20, it is only necessary to adjust the direction of the pressure receiving plate 11 to the direction of the slope 21.

従って、受圧板１１の地山２０の斜面２１上への設置作業が容易となり、設置に要する手間、時間を大幅に削減することができる。 Therefore, the installation work of the pressure receiving plate 11 on the slope 21 of the natural ground 20 is facilitated, and labor and time required for the installation can be greatly reduced.

また、受圧板１１の傾斜角度を設定する場合に、１台のクレーンの操作によって受圧板１１を所定の傾斜角度に容易に設定することができるので、受圧板１１を所定の傾斜角度に設定する作業の効率を高めることができる。 Moreover, when setting the inclination angle of the pressure receiving plate 11, since the pressure receiving plate 11 can be easily set to a predetermined inclination angle by operation of one crane, the pressure receiving plate 11 is set to a predetermined inclination angle. The work efficiency can be increased.

さらに、使用する吊下げ孔８ａ〜８ｌの位置に応じた角度に受圧板１１の傾斜角度が設定されることになるので、設置精度を大幅に高めることができ、不陸調整用マットを地山２０と受圧板１１との間に介装させる場合にも、不陸調整用マットを傷つけたり、損傷させたりする虞はない。 Furthermore, since the inclination angle of the pressure receiving plate 11 is set to an angle corresponding to the position of the suspension holes 8a to 8l to be used, the installation accuracy can be greatly increased, and the unevenness adjustment mat can be used as a natural ground. Even when it is interposed between the pressure plate 20 and the pressure receiving plate 11, there is no possibility of damaging or damaging the unevenness adjusting mat.

さらに、使用する吊下げ孔８ａ〜８ｌの位置に応じた角度に受圧板１１の傾斜角度が設定されることになるので、１つの吊下げ治具１で各種の傾斜角度の斜面に対応することができ、汎用性を高めることができる。 Furthermore, since the inclination angle of the pressure receiving plate 11 is set to an angle corresponding to the position of the suspension holes 8a to 8l to be used, the single suspension jig 1 can cope with slopes having various inclination angles. And versatility can be improved.

本発明による吊下げ治具の一実施の形態を示した平面図である。It is the top view which showed one Embodiment of the hanging jig | tool by this invention. 図１の正面図である。It is a front view of FIG. 図１の吊下げ治具の使用状態を示した正面図である。It is the front view which showed the use condition of the hanging jig | tool of FIG. 図３の側面図である。FIG. 4 is a side view of FIG. 3. 図１の吊下げ治具と受圧板との相対的な位置決め方法の説明図である。It is explanatory drawing of the relative positioning method of the suspension jig | tool and pressure receiving plate of FIG. 図１の吊下げ治具と受圧板の傾斜角度との関係を示す説明図である。It is explanatory drawing which shows the relationship between the hanging jig | tool of FIG. 1, and the inclination angle of a receiving pressure plate . 図１の吊下げ治具と受圧板の傾斜角度との関係を示す説明図である。It is explanatory drawing which shows the relationship between the hanging jig | tool of FIG. 1, and the inclination angle of a receiving pressure plate . 図１の吊下げ治具と受圧板の傾斜角度との関係を示す説明図である。It is explanatory drawing which shows the relationship between the hanging jig | tool of FIG. 1, and the inclination angle of a receiving pressure plate . 図１の吊下げ治具と受圧板の傾斜角度との関係を示す説明図である。It is explanatory drawing which shows the relationship between the hanging jig | tool of FIG. 1, and the inclination angle of a receiving pressure plate . 従来の受圧板の設置方法の一例を示した正面図である。It is the front view which showed an example of the installation method of the conventional pressure receiving plate . 図１０の側面図である。It is a side view of FIG. 従来の受圧板の設置方法の他の例を示した説明図である。It is explanatory drawing which showed the other example of the installation method of the conventional pressure receiving plate .

Explanation of symbols

１吊下げ治具
２取付け部
３取付け板
６吊下げ部
７アーム板
８吊下げ孔
９支持板
１０被吊下げ体
１１、３１受圧板
２０、５０地山 DESCRIPTION OF SYMBOLS 1 Hanging jig 2 Mounting part 3 Mounting plate 6 Hanging part 7 Arm plate 8 Hanging hole 9 Support plate 10 Suspended body 11, 31 Pressure receiving plate 20, 50 Ground

Claims

A suspension jig for suspending the pressure receiving plate provided with a through hole for inserting the tendon of the ground anchor to the installation location by suspending it with a wire, and installing it on the slope of the installation location,
An annular mounting portion that is integrally attached to the pressure receiving plate and has an opening for avoiding interference with the tendon inserted through the through-hole, and a tangent line from a position facing the mounting portion integrally in the radial direction are connected so as to extend in the same direction in the direction Rutotomoni, hanging hole for attaching the wire and a pair of arms plate provided at a plurality of locations at predetermined intervals, given the pair of arms plates Attach the wire hanging hole, suspended, characterized in that by suspending the pressure receiving plate through the wire, and configured so that to tilt the angle corresponding to the suspended hole through which the pressure receiving plate is used jig.

2. The suspension jig according to claim 1, wherein positions of the plurality of suspension holes of the pair of arm plates are set so that distances from a line passing through the center of gravity of the pressure receiving plate are different from each other. .