JP2010048022A - Pile adopting booster mechanism with fall-out prevention system - Google Patents

Pile adopting booster mechanism with fall-out prevention system Download PDF

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JP2010048022A
JP2010048022A JP2008214325A JP2008214325A JP2010048022A JP 2010048022 A JP2010048022 A JP 2010048022A JP 2008214325 A JP2008214325 A JP 2008214325A JP 2008214325 A JP2008214325 A JP 2008214325A JP 2010048022 A JP2010048022 A JP 2010048022A
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pile
diameter cylindrical
diameter
foot
conical
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Kazutoshi Kiyotaki
和敏 清瀧
Kazuo Honma
和夫 本間
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AKITA SEKIZAI KK
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AKITA SEKIZAI KK
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<P>PROBLEM TO BE SOLVED: To provide a fall-out prevention pile adopting a booster mechanism wherein the pile is driven into the ground by a hammer to allow projecting pins to project radially in the ground so that a tent may be pitched and a net, a fence or a standing signboard may be fixed outdoors. <P>SOLUTION: The fall-out prevention pile adopting the booster mechanism is a pile body 1 comprising a head 2 including a flange 3, a leg 4 formed into a conical body, and a cylindrical trunk 5 connecting the head 2 and the leg 4 in an integrating manner. A protecting cover (not shown in the figure) is placed on an upper part of the pile body 1, hit by a hammer, and removed after the pile body is completely driven into the ground. Then, a driven-motion conical body 12 is moved down by a pushing rod 20, so that the projecting pins 17 are radially protruded into the ground in the direction of the outside of the pile body 1 by an inclined face of a conical leg 14 of the operating conical body 12 by the booster mechanism of the principle of wedge. Thus, the pile body 1 is firmly fixed. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、屋外において、テントの設営、ネット、フェンス、立て看板などの固定用に供する抜け防止付倍力機構応用の杭に関する   TECHNICAL FIELD The present invention relates to a pile for application to a boosting mechanism with a slip-off prevention that is used for fixing a tent, a net, a fence, a standing signboard, etc. outdoors.

従来、テントの付属品として用いられるテント用の杭は、土中に打ち込まれ、ロープの一端が連繋されることでテントの支柱を安定に固定するもので、一般に鉄系金属によって丸棒状に製作され、頭部付近にロープの一端が連繋されるフックを有し、先端が円錐状に先鋭化されている(特許文献1を参照)。
しかし、このテント用の杭は、丸棒部分が直線形状のため、杭が抜け易いという欠点があった。
Traditionally, tent stakes used as tent accessories are driven into the soil, and one end of the rope is linked to stably fix the tent's struts. In addition, a hook having one end of a rope connected in the vicinity of the head is provided, and a tip is sharpened in a conical shape (see Patent Document 1).
However, this tent pile has a drawback that the pile is easy to come off because the round bar portion is linear.

また、他例の抜け難い杭として、地盤や岩盤に土木・建築構造物を定着錨止せしめるためのメカニカル・アンカーが知られている(特許文献2を参照)。
この公知技術は、土留め壁の如き被支持体を地盤にアンカーで定着させるため、地盤にボーリングによって削孔してアンカーを挿入するか、アンカーをハンマー等で打設又は圧入するか、又はアンカーの足部にビットとしての機能を持たせて本体を回転させながらアンカー自体でボーリングを行わせながら地盤内に挿入せしめるもので、アンカーの挿入時には、打込カバーをねじ部に装着してロッドの移動を防止しながら挿入し、その後、打込カバーを取り外し、ロッドの上端を打ち込むと、ロッドに固定されているシリンダー部及びコーン部が可動爪を押し広げるように降下するので、下側にある可動爪はピンまわりに回転しながら開口部より突出して地盤に食い込む、この間アンカーはその軸方向に移動せず、鋭端を有する可動爪は地盤を切るようにして突出するものである。
実開平04−2863号公報 特開昭49−122106号公報
As another example of a pile that is difficult to be removed, a mechanical anchor for fixing a civil engineering / building structure to the ground or bedrock is known (see Patent Document 2).
In this known technique, in order to fix a supported body such as a retaining wall to the ground with an anchor, the anchor is drilled into the ground by boring, or the anchor is driven or press-fitted with a hammer or the like. The foot part has a function as a bit and is inserted into the ground while boring with the anchor itself while rotating the main body. When inserting the anchor, the driving cover is attached to the screw part and the rod Insert while preventing movement, then remove the driving cover and drive the upper end of the rod, the cylinder part and cone part fixed to the rod will descend so as to spread the movable claw, so it is on the lower side The movable claw rotates around the pin and protrudes from the opening and bites into the ground. During this time, the anchor does not move in the axial direction, and the movable claw having a sharp end is the ground. It is intended to protrude as cut.
Japanese Utility Model Publication No. 04-2863 JP 49-122106 A

本発明は、屋外において、テントの設営、ネット、フェンス、立て看板などの固定用に供する、ハンマーで杭を地中に打ち込んで土中に突き出しピンを放射状に突出させる抜け防止付倍力機構応用の杭を提供することを目的とする。   The present invention is used for outdoor installation of tents, nets, fences, standing signs, etc., applied to a booster mechanism with a slip-off prevention mechanism, in which a pile is pushed into the ground with a hammer and the pins are projected radially. The purpose is to provide a pile of.

本発明の抜け防止付倍力機構応用の杭は、杭本体が頭部にフランジ部を有し、足部が外側に拡大した大径円筒部と該大径円筒部から徐々に先端方向へ向かって小径となる先鋭円錐体に形成し、前記頭部と前記足部とを一体に連結する円筒体の胴体部を備えてなり、前記胴体部は、円筒体の途中に外側に拡大した大径円筒部と該大径円筒部から徐々に先端方向へ向かって小径となる円錐部を形成した抜け止め段部を形成し、さらに前記胴体部の軸心方向には、前記頭部から前記足部大径円筒部へ至る同心円状に所定深さの空洞部を形成し、前記胴体部の大径円筒部及び足部の大径円筒部には、外周面から前記空洞部に鉛直に連通するピン嵌合孔を円周方向に等間隔に複数個形成し、前記ピン嵌合孔に嵌合する突き出しピンを設け、そして前記突き出しピンは前記胴体部の大径円筒部及び足部の大径円筒部の外周面から前記動作円錐体の小径の円筒胴部に当接する寸法に形成され、さらに別体に形成された動作円錐体は、前記空洞部に嵌合される外径の円筒胴部と該円筒胴部に連結された円錐足部と該円錐足部に連結された小径の円筒胴部からなり、前記動作円錐体が前記空洞部に複数個直列に嵌合挿入されるものである。   According to the present invention, the pile body is applied to the pile mechanism with a pull-out prevention mechanism.The pile body has a flange portion at the head, and a large diameter cylindrical portion with the foot portion expanding outward, and gradually extends from the large diameter cylindrical portion toward the distal direction. Formed into a sharp cone with a small diameter, and includes a cylindrical body part that integrally connects the head and the foot part, and the body part has a large diameter that expands outward in the middle of the cylindrical body A retainer step portion having a cylindrical portion and a conical portion that gradually decreases in diameter toward the distal end from the large-diameter cylindrical portion is formed. Further, in the axial direction of the body portion, the foot portion extends from the head portion. A hollow portion having a predetermined depth is formed concentrically to reach the large-diameter cylindrical portion, and the large-diameter cylindrical portion of the trunk portion and the large-diameter cylindrical portion of the foot portion are vertically connected to the hollow portion from the outer peripheral surface. A plurality of fitting holes are formed at equal intervals in the circumferential direction, a projecting pin that fits into the pin fitting hole is provided, and the protrusion The take-out pin is formed to have a size that comes into contact with the small-diameter cylindrical body portion of the operating cone from the outer peripheral surface of the large-diameter cylindrical portion of the body portion and the large-diameter cylindrical portion of the foot portion. The body comprises an outer diameter cylindrical body part fitted into the cavity part, a conical foot part connected to the cylindrical body part, and a small diameter cylindrical body part connected to the conical foot part. Are inserted into the hollow portion in series.

本発明の抜け防止付倍力機構応用の杭は、ハンマーで杭を地中に打ち込んで土中に突き出しピンを放射状に突出させるため、テントの設営、看板の設置、目かくしの板塀やフェンスの設置などに於いて、それらの固定用としての杭を打ち込んでそれらを風その他の外力に対処できるものである。
本発明の抜け防止付倍力機構応用の杭は、ハンマーで杭を地中に打ち込んで土中に突き出しピンを放射状に突出させるため、地中に打ち込んでテントの設営、看板の設置、目かくしの板塀やフェンスの設置に従来の杭より強固で容易に抜けないようにできるものである。
The pile of the present invention with an anti-separation booster mechanism is driven by hammering the pile into the ground and projecting the pin radially into the soil, so that the tent is constructed, the signboard is installed, the fence is made of a fence and a fence In installation, etc., piles for fixing them can be driven to deal with wind and other external forces.
The pile of the present invention with an anti-separation booster mechanism is driven into the ground with a hammer to project the pin radially into the ground, so it is driven into the ground to set up a tent, install a sign, It is stronger than conventional piles and can be prevented from coming off easily.

本発明の抜け防止付倍力機構応用の杭は、杭本体の内部より倍力機構応用の突き出しピンが放射状に突出し、杭本体が地中に固く固着するもので、隣家のトイレ、浴室の窓等の目隠し用塀の固定用杭、又は庭の樹木保護用の寄木及び雪吊りの縄の固定杭としても使用可能で、その他従来必要とする総ての屋外の設置物の固定に供することができる。   The pile of application of the boosting mechanism with slip prevention according to the present invention is such that the protruding pin of application of the boosting mechanism protrudes radially from the inside of the pile main body, and the pile main body is firmly fixed in the ground. It can also be used as a pile for fixing blindfolds such as blindfolds, or a parquet for protecting trees in the garden and a rope for hanging snow, and can be used to fix all other outdoor installations that are conventionally required. it can.

本発明の抜け防止付倍力機構応用の杭の一実施例を添付図面に基づいて、以下に説明する。
図1に示すように、本発明の抜け防止付倍力機構応用の杭は、頭部2にフランジ部3を有し、足部4を円錐体に形成し、前記頭部2と前記足部4とを一体に連結する円筒体の胴体部5を備えた杭本体1である。
前記フランジ部3は、前記杭本体1を土中に打ち込む際の打撃面となり、打ち込まれた杭本体1は前記フランジ部3が地表面に接触することにより係止され、ストッパーの役目をする。
前記足部4は、前記胴体部5の円筒体より外側に拡大した大径円筒部6と該大径円筒部6から徐々に先端方向へ向かって小径となる先鋭円錐体7となっているので、前記杭本体1を土中に打ち込む作業を容易にさせる。
One embodiment of a pile applied to a booster mechanism with slip prevention according to the present invention will be described below with reference to the accompanying drawings.
As shown in FIG. 1, the pile of the present invention applied to a booster mechanism with a slip prevention has a flange 3 on a head 2, a foot 4 is formed into a cone, and the head 2 and the foot 4 is a pile main body 1 provided with a cylindrical body portion 5 that integrally couples 4.
The flange portion 3 becomes a striking surface when the pile main body 1 is driven into the soil, and the pile main body 1 that has been driven is locked by the flange portion 3 coming into contact with the ground surface and serves as a stopper.
The foot portion 4 is a large-diameter cylindrical portion 6 that is expanded outward from the cylindrical body of the body portion 5 and a sharp cone 7 that gradually decreases in diameter from the large-diameter cylindrical portion 6 toward the distal end. The work of driving the pile body 1 into the soil is facilitated.

前記胴体部5は、前記頭部2と前記足部4とを一体に連結し、円筒体の途中に外側に拡大した大径円筒部8と該大径円筒部8から徐々に先端方向へ向かって小径となる円錐部9を形成した抜け止め段部10を形成する。
そして、前記胴体部5の軸心方向には、前記頭部2から前記足部4へ至る同心円状に所定深さの空洞部11を形成し、該空洞部11には、別体に形成された動作円錐体12が複数個嵌合挿入される。
図5(a)、(b)に示すように、前記動作円錐体12は、前記空洞部11に嵌合される外径の円筒胴部13と該円筒胴部13に連続した円錐足部14と、該円錐足部14に連結された小径の円筒胴部15からなる。図5((b)に示す最下部へ挿入される前記動作円錐体12は、前記円筒胴体15の先端に嵌合ストッパー22を設けて動作円錐体12の破壊を防止している。強度が十分と考えら得る場合にはこの嵌合ストッパー22を設ける必要はない。
そして、図4に示すように、前記胴体部5の大径円筒部8及び足部4の大径円筒部6には、外周面から前記空洞部11に鉛直に連通するピン嵌合孔16を等間隔に複数個、例えば図1においては4等分する角度90°で4個形成する。前記ピン嵌合孔16は上下の位置で重ならないように45°ずらして設けると良い。
The body portion 5 integrally connects the head portion 2 and the foot portion 4 and extends from the large diameter cylindrical portion 8 to the distal end direction gradually from the large diameter cylindrical portion 8 and the large diameter cylindrical portion 8 that expands outward in the middle of the cylindrical body. Thus, a retaining step portion 10 having a conical portion 9 having a small diameter is formed.
A hollow portion 11 having a predetermined depth is formed concentrically from the head portion 2 to the foot portion 4 in the axial direction of the body portion 5, and the hollow portion 11 is formed separately. A plurality of operating cones 12 are fitted and inserted.
As shown in FIGS. 5 (a) and 5 (b), the operating cone 12 includes an outer diameter cylindrical body 13 fitted in the cavity 11 and a conical foot 14 continuous to the cylindrical body 13. And a small-diameter cylindrical body portion 15 connected to the conical foot portion 14. 5 (b), the operating cone 12 inserted into the lowermost portion is provided with a fitting stopper 22 at the tip of the cylindrical body 15 to prevent the operating cone 12 from being broken. If it can be considered that, it is not necessary to provide this fitting stopper 22.
As shown in FIG. 4, the large-diameter cylindrical portion 8 of the body portion 5 and the large-diameter cylindrical portion 6 of the foot portion 4 are provided with pin fitting holes 16 that communicate vertically from the outer peripheral surface to the hollow portion 11. A plurality of pieces are formed at equal intervals, for example, four pieces at an angle of 90 ° divided into four in FIG. The pin fitting holes 16 are preferably provided so as to be shifted by 45 ° so as not to overlap at the upper and lower positions.

前記ピン嵌合孔16に嵌合する突き出しピン17は、前記胴体部5の大径円筒部8及び足部4の大径円筒部6の外周面から前記動作円錐体12の小径の円筒胴部15に当接するまでの寸法で、かつ前記突き出しピン17は前記動作円錐体12の円錐足部14に接触して円滑に滑動できるように両端を円弧状に形成するとよい。
なお、図2に示すように、前記杭本体1の空洞部11内には、同心円状に中心軸となる中心軸棒18を立設固定し、図5に示すように前記動作円錐体12の中心軸にも前記中心軸棒18が嵌合挿入できる貫通孔19を形成し、この貫通孔19は前記動作円錐体12の軸方向中央の空気孔ともなる。
すなわち、前記動作円錐体12を前記空洞部11に挿入すると、前記動作円錐体12の貫通孔19が前記中心軸棒18に挿入され、前記動作円錐体12の移動により押圧された空気は前記貫通孔19を経て外部へ排出される。
本発明の抜け防止付倍力機構応用の杭は、杭本体1が頭部2にフランジ部3を有し、足部4が外側に拡大した大径円筒部6と該大径円筒部6から徐々に先端方向へ向かって小径となる先鋭円錐体7に形成し、前記頭部2と前記足部4とを一体に連結する円筒体の胴体部5を備えてなり、前記胴体部5は円筒体の途中に外側に拡大した大径円筒部8と該大径円筒部8から徐々に先端方向へ向かって小径となる円錐部9を形成した抜け止め段部10を形成し、さらに前記胴体部5の軸心方向には前記頭部2から前記足部4へ至る同心円状に所定長さの空洞部11を形成し、そして前記胴体部5の大径円筒部8及び足部4の大径円筒部6には、外周面から前記空洞部11に鉛直に連通するピン嵌合孔16を等間隔に複数個形成し、前記ピン嵌合孔16に嵌合する突き出しピン17を設け、該突き出しピン17は前記胴体部5の大径円筒部8及び足部4の大径円筒部7の外周面から前記動作円錐体12の小径の円筒胴部15に当接するまでの長さに形成したものである。
また、別体に形成された動作円錐体12は、前記空洞部11に嵌合される外径の円筒胴部13と該円筒胴部13に連結された円錐足部14と該円錐足部14に連結された小径の円筒胴部15からなり、前記動作円錐体12が前記杭本体1の空洞部11に複数個直列に嵌合挿入されるものである。
The protruding pin 17 that fits into the pin fitting hole 16 is formed from the outer peripheral surface of the large-diameter cylindrical portion 8 of the trunk portion 5 and the large-diameter cylindrical portion 6 of the foot portion 4, and the small-diameter cylindrical barrel portion of the operating cone 12. It is preferable that both ends of the protruding pin 17 are formed in an arc shape so that the protruding pin 17 contacts the conical foot portion 14 of the operating cone 12 and can slide smoothly.
As shown in FIG. 2, a concentric central shaft 18 is vertically installed in the hollow portion 11 of the pile body 1, and as shown in FIG. A through hole 19 into which the central shaft rod 18 can be fitted and inserted is formed also in the central axis, and this through hole 19 also serves as an air hole at the center of the operating cone 12 in the axial direction.
That is, when the operating cone 12 is inserted into the cavity portion 11, the through hole 19 of the operating cone 12 is inserted into the central shaft rod 18, and the air pressed by the movement of the operating cone 12 passes through the through-hole 19. It is discharged to the outside through the hole 19.
According to the present invention, the pile body 1 includes a large-diameter cylindrical portion 6 having a flange body 3 in a head 2 and a foot portion 4 expanding outward, and the large-diameter cylindrical portion 6. It is formed in a sharp cone 7 that gradually decreases in diameter toward the distal end, and includes a cylindrical body 5 that integrally connects the head 2 and the foot 4, and the body 5 is cylindrical. In the middle of the body, a large-diameter cylindrical portion 8 that expands outward, and a retaining step portion 10 that forms a conical portion 9 that gradually decreases in diameter toward the distal end from the large-diameter cylindrical portion 8 are formed, and the body portion 5, a hollow portion 11 having a predetermined length is formed concentrically from the head portion 2 to the foot portion 4, and the large-diameter cylindrical portion 8 of the trunk portion 5 and the large diameter of the foot portion 4 are formed. A plurality of pin fitting holes 16 are formed in the cylindrical portion 6 at regular intervals so as to communicate vertically from the outer peripheral surface to the cavity portion 11. The projecting pin 17 is fitted to the outer peripheral surface of the large-diameter cylindrical portion 8 of the body portion 5 and the large-diameter cylindrical portion 7 of the foot portion 4, and the small-diameter cylindrical body portion of the operating cone 12 is provided. 15 is formed to have a length up to contact with 15.
The operating cone 12 formed separately is a cylindrical body portion 13 having an outer diameter fitted into the cavity portion 11, a conical foot portion 14 connected to the cylindrical body portion 13, and the conical foot portion 14. A small-diameter cylindrical body portion 15 is connected to each other, and a plurality of the operating cones 12 are fitted and inserted into the hollow portion 11 of the pile body 1 in series.

次に、本発明の抜け防止付倍力機構応用の杭の動作操作を添付図面に基づいて、以下に説明する。
まず、杭本体1を地中に打ち込む前の準備として動作円錐体12及び突き出しピン17を定位置に保持する必要がある。
その準備作業のため、あらかじめ杭本体1を貫通する丸孔(図示せず)を2個開けておき、これに位置決め棒(図示せず)を通し動作円錐体12を落下させ、図1に示す位置に動作円錐体12の円筒胴部15の下面が位置決め棒(図示せず)に当たって停止する。
次に、突き出しピン17を杭本体1の外周壁に開けられたピン嵌合孔16へ挿入し、突き出しピン17の内部の端面が円筒胴部15へ当たって突き出しピン17の位置が決まる。該突き出しピン17は、図3に示すように円筒胴部15から外側へ放射状に配列される。
そして、突き出しピン17が脱落しないように、粘着テープ(図示せず)を杭本体1に巻きつけた後、位置決め棒(図示せず)を外す、これで最下段の動作円錐体12の設定ができるので、以下繰り返し次段の動作円錐体12を挿入して杭本体1の打ち込み準備完了である。
Next, the operation of the pile applied to the booster mechanism with slip prevention according to the present invention will be described below with reference to the accompanying drawings.
First, as a preparation before driving the pile main body 1 into the ground, it is necessary to hold the moving cone 12 and the protruding pin 17 in place.
For the preparatory work, two round holes (not shown) penetrating the pile body 1 are opened in advance, a positioning rod (not shown) is passed through the hole, and the operation cone 12 is dropped, as shown in FIG. At the position, the lower surface of the cylindrical body portion 15 of the operating cone 12 hits a positioning rod (not shown) and stops.
Next, the projecting pin 17 is inserted into the pin fitting hole 16 formed in the outer peripheral wall of the pile body 1, and the end surface inside the projecting pin 17 hits the cylindrical body portion 15 to determine the position of the projecting pin 17. The protruding pins 17 are arranged radially outward from the cylindrical body 15 as shown in FIG.
And after winding an adhesive tape (not shown) around the pile main body 1 so that the protrusion pin 17 may not fall off, the positioning rod (not shown) is removed. Since the operation cone 12 of the next stage is repeatedly inserted below, the pile body 1 is ready for driving.

打ち込み準備が完了したら、杭本体1の上部に保護蓋(図示せず)を乗せ、杭本体1をハンマーで打ち込んで土中に杭本体1を完全に打ち込み、仮固定する。
仮固定が終了したら、図2に示すように固定補助用具である押し棒20を使用して杭本体1の空洞部11をスライド可能な動作円錐体12をハンマーで打ち込み、前記動作円錐体12の円錐足部14の円錐面によって図4に示すように突き出しピン17を杭本体1の外側地中に放射状にクサビの原理の倍力機構により強大な力で突出させ、杭本体1を地中に固着せしめる。
なお、前記押し棒20は中心部に前記中心軸棒18が嵌合する挿入孔21が形成されている。
杭本体1を土中に打ち込む場所が地上に設置するものの種類や大きさに応じて動作円錐体12が1個の一段式のものと、動作円錐体12が2個以上の多段式のものとがある。
杭本体1を地中に固着せしめたら、図6に示すように杭本体1にテントのロープを固定する。
When the preparation for driving is completed, a protective lid (not shown) is placed on the top of the pile body 1, the pile body 1 is driven with a hammer, and the pile body 1 is completely driven into the soil and temporarily fixed.
When the temporary fixing is completed, as shown in FIG. 2, the operation cone 12 that can slide the cavity 11 of the pile body 1 is driven with a hammer using a push rod 20 that is a fixing auxiliary tool. As shown in FIG. 4, the projecting pins 17 are projected radially into the outer ground of the pile body 1 by the constricted surface of the conical foot portion 14 by a wedge-type boosting mechanism, and the pile body 1 is brought into the ground. Let it stick.
The push rod 20 is formed with an insertion hole 21 in the center of which the central shaft rod 18 is fitted.
Depending on the type and size of the place where the pile body 1 is driven into the ground, there is a single stage of the operating cone 12 and a multistage type of two or more operating cones 12. There is.
When the pile main body 1 is fixed to the ground, the rope of the tent is fixed to the pile main body 1 as shown in FIG.

本発明の抜け防止付倍力機構応用の杭は、杭本体1の空洞部11中に動作円錐体12をゆるく嵌合せしめ、動作円錐体12の円錐面の下端に円筒状の円筒胴部15を設け、その円錐面の下端に接するよう突き出しピン17を設け、動作円錐体12を押し棒20で下方に打ち込むことにより、突き出しピン17を杭本体1に開けられたピン嵌合孔16から放射状に土中外側に強大な力により突き出させ、杭本体1を土中に固く固定せしめて抜け難くするものである。
全ての突き出しピン17が完全に杭本体1の土中外側に突出したら、動作円錐体12は空洞部11の底部に当たって総て打ち込みを完了する。
この打ち込み作業は、杭本体1の上部に保護蓋(図示せず)を乗せ、ハンマーにて保護蓋(図示せず)を打ち、完全に地中に入ってから前記保護蓋(図示せず)を外し、押し棒20により打ち込み動作円錐体12を下降させ、動作円錐体12の円錐足部14の傾斜面により突き出しピン17を杭本体1の土中外側にクサビの原理による倍力機構により放射状に突き出させ、杭本体1を固く固着するものである。
In the pile of the present invention applied with a booster with a slip prevention mechanism, the operating cone 12 is loosely fitted into the cavity 11 of the pile body 1, and a cylindrical cylindrical body 15 is formed at the lower end of the conical surface of the operating cone 12. The projecting pin 17 is provided so as to be in contact with the lower end of the conical surface, and the operating cone 12 is driven downward by the push rod 20 so that the projecting pin 17 is radiated from the pin fitting hole 16 opened in the pile body 1. The pile main body 1 is firmly fixed in the soil to make it difficult to come out.
When all the projecting pins 17 completely project outside the soil of the pile body 1, the operation cone 12 hits the bottom of the cavity 11 and completes driving.
In this driving operation, a protective lid (not shown) is placed on the top of the pile body 1, and a protective lid (not shown) is hit with a hammer, and after entering the ground completely, the protective lid (not shown) The operation cone 12 is driven by the push rod 20 and the operation cone 12 is lowered. The projecting pin 17 is protruded by the inclined surface of the conical foot portion 14 of the operation cone 12 to the outer side of the pile body 1 in the radial direction by a boosting mechanism based on the principle of wedge. The pile body 1 is firmly fixed.

本発明の抜け防止付倍力機構応用の杭は、杭本体1の内部より倍力機構応用の突き出しピン17が放射状に突出し、杭本体1が地中に固く固着するもので、屋外にテントの設営、ネット、フェンス、立て看板などの固定用に供するものであるが、隣家のトイレ、浴室の窓等の目隠し用塀の固定用杭又は、庭の樹木保護用の寄木及び雪吊りの縄の固定杭としても使用可能で、その他従来必要とする総ての屋外の設置物の固定に供するものである。
そのため、屋外に設置、設営されたものを固定するために供された杭本体1を抜け難いものとする手段として中空状の杭本体1の中心から放射状に突き出しピン17が複数個配列されるピン嵌合孔16を杭本体1の大径円筒部8に等間隔で開けるものである。
杭本体1の空洞部11をスムーズに直下する動作円錐体12を設け、動作円錐体12の円錐足部14の傾斜面に前記突き出しピン17の内側先端を当て、ハンマーで押し棒20を打ち込み動作円錐体12を降下させる。
その打ち込んだ力の何倍の力、即ちクサビ作用の倍力機構による強大なる力で突き出しピン17の外側先端が杭本体1の外面と接する地中に突出される。
このとき、突き出しピン17の内側先端が大径円筒部8の外周壁内に残存することで杭本体1は地中に保持され、抜け難い杭となる。
The pile of application of the booster mechanism with slip prevention according to the present invention is such that the protrusion pins 17 of application of the booster mechanism protrude radially from the inside of the pile body 1, and the pile body 1 is firmly fixed in the ground. It is used for fixing installations, nets, fences, standing signs, etc., but it is used for fixing toilet blinds in neighbors, blinds for blindfolds such as bathroom windows, or for timbers and snow hanging ropes for protecting trees in the garden. It can also be used as a fixed pile, and is used for fixing all outdoor installations that are conventionally required.
Therefore, as a means for making it difficult for the pile main body 1 provided for fixing what has been installed and installed outdoors to protrude, a plurality of pins 17 that are radially protruded from the center of the hollow pile main body 1 are arranged. The fitting holes 16 are opened at equal intervals in the large diameter cylindrical portion 8 of the pile body 1.
An operation cone 12 that smoothly falls directly below the hollow portion 11 of the pile body 1 is provided, the inner tip of the protruding pin 17 is applied to the inclined surface of the conical foot portion 14 of the operation cone 12, and the push rod 20 is driven by a hammer. The cone 12 is lowered.
The outer tip of the projecting pin 17 protrudes into the ground in contact with the outer surface of the pile body 1 with a force many times the driving force, that is, a powerful force generated by the boosting mechanism of the wedge action.
At this time, the pile main body 1 is held in the ground by the inner tip of the protruding pin 17 remaining in the outer peripheral wall of the large-diameter cylindrical portion 8, and becomes a pile that is difficult to come off.

本発明の抜け防止付倍力機構応用の杭を打ち込む前の断面図である。It is sectional drawing before driving in the pile of a booster mechanism with a prevention of omission of the present invention. 本発明の抜け防止付倍力機構応用の杭を打ち込んだ後の断面図である。It is sectional drawing after driving in the pile of a booster mechanism with a prevention of omission of the present invention. 本発明の抜け防止付倍力機構応用の杭を打ち込む前の平面図である。It is a top view before driving in the pile of a booster mechanism with a slip prevention according to the present invention. 本発明の抜け防止付倍力機構応用の杭を打ち込んだ後の平面図である。It is a top view after driving in the pile of a booster mechanism with a slip prevention according to the present invention. 動作円錐体の断面図である。It is sectional drawing of an operation | movement cone. 本発明の抜け防止付倍力機構応用の杭を使用したテントの外観図である。It is an external view of a tent using a pile applied to a booster mechanism with a slip prevention according to the present invention.

符号の説明Explanation of symbols

1 杭本体
2 頭部
3 フランジ部
4 足部
5 胴体部
6 大径円筒部
7 先鋭円錐体
8 大径円筒部
9 円錐部
10 抜け止め段部
11 空洞部
12 動作円錐体
13 円筒胴部
14 円錐足部
15 円筒胴部
16 ピン嵌合孔
17 突き出しピン
18 中心軸棒
19 貫通孔
20 押し棒
21 挿入孔
22 嵌合ストッパー
DESCRIPTION OF SYMBOLS 1 Pile main body 2 Head 3 Flange part 4 Foot part 5 Body part 6 Large-diameter cylindrical part 7 Sharp cone 8 Large-diameter cylindrical part 9 Cone part 10 Retaining step part 11 Cavity part 12 Operating cone 13 Cylindrical trunk part 14 Cone Foot part 15 Cylindrical body part 16 Pin fitting hole 17 Extrusion pin 18 Center shaft bar 19 Through hole 20 Push bar 21 Insertion hole 22 Fitting stopper

Claims (1)

杭本体が頭部にフランジ部を有し、足部が外側に拡大した大径円筒部と該大径円筒部から徐々に先端方向へ向かって小径となる先鋭円錐体に形成し、前記頭部と前記足部とを一体に連結する円筒体の胴体部を備えてなり、前記胴体部は、円筒体の途中に外側に拡大した大径円筒部と該大径円筒部から徐々に先端方向へ向かって小径となる円錐部を形成した抜け止め段部を形成し、さらに前記胴体部の軸心方向には、前記頭部から前記足部大径円筒部へ至る同心円状に所定深さの空洞部を形成し、前記胴体部の大径円筒部及び足部の大径円筒部には、外周面から前記空洞部に鉛直に連通するピン嵌合孔を円周方向に等間隔に複数個形成し、前記ピン嵌合孔に嵌合する突き出しピンを設け、そして前記突き出しピンは前記胴体部の大径円筒部及び足部の大径円筒部の外周面から前記動作円錐体の小径の円筒胴部に当接する寸法に形成され、さらに別体に形成された動作円錐体は、前記空洞部に嵌合される外径の円筒胴部と該円筒胴部に連結された円錐足部と該円錐足部に連結された小径の円筒胴部からなり、前記動作円錐体が前記空洞部に複数個直列に嵌合挿入されることを特徴とする抜け防止付倍力機構応用の杭。   The pile body has a flange portion at the head, and a large diameter cylindrical portion whose foot portion is expanded outward, and a sharp cone that gradually decreases in diameter from the large diameter cylindrical portion toward the distal end. And a body portion of a cylindrical body for integrally connecting the foot portion and the body portion, a large-diameter cylindrical portion that is expanded outward in the middle of the cylindrical body, and gradually from the large-diameter cylindrical portion toward the distal end. A retaining step portion having a conical portion having a smaller diameter toward the bottom is formed, and a cavity having a predetermined depth is formed concentrically from the head portion to the large-diameter cylindrical portion of the foot portion in the axial direction of the body portion. A plurality of pin fitting holes that communicate vertically from the outer peripheral surface to the cavity portion are formed at equal intervals in the circumferential direction in the large-diameter cylindrical portion of the body portion and the large-diameter cylindrical portion of the foot portion. A protrusion pin that fits into the pin fitting hole, and the protrusion pin is a large-diameter cylindrical portion of the body portion and The outer diameter of the operating cone formed in a size that comes into contact with the small-diameter cylindrical body of the operating cone from the outer peripheral surface of the large-diameter cylindrical section is fitted into the cavity. A cylindrical body portion, a conical foot portion connected to the cylindrical body portion, and a small-diameter cylindrical body portion connected to the conical foot portion, and a plurality of the operating cones are fitted and inserted into the cavity portion in series. A pile applied with a booster mechanism with slip-off prevention.
JP2008214325A 2008-08-22 2008-08-22 Pile adopting booster mechanism with fall-out prevention system Withdrawn JP2010048022A (en)

Priority Applications (1)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101065626B1 (en) 2011-03-18 2011-09-20 오환상 Microsoft pile and construction methods
CN110261026A (en) * 2019-07-12 2019-09-20 华东勘测设计院(福建)有限公司 A kind of impulsive force of mud flow monitoring device
CN113322946A (en) * 2021-06-09 2021-08-31 浙大城市学院 Combined pile for foundation engineering
CN116006865A (en) * 2023-03-27 2023-04-25 聊城市开发区精诚建设工程咨询有限公司 Vertical surveying device convenient to fix and used for geographical mapping and application method thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101065626B1 (en) 2011-03-18 2011-09-20 오환상 Microsoft pile and construction methods
CN110261026A (en) * 2019-07-12 2019-09-20 华东勘测设计院(福建)有限公司 A kind of impulsive force of mud flow monitoring device
CN113322946A (en) * 2021-06-09 2021-08-31 浙大城市学院 Combined pile for foundation engineering
JP7029869B1 (en) * 2021-06-09 2022-03-04 浙大城市学院 Combination pile for foundation work
CN116006865A (en) * 2023-03-27 2023-04-25 聊城市开发区精诚建设工程咨询有限公司 Vertical surveying device convenient to fix and used for geographical mapping and application method thereof

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