JP4855365B2 - Fall prevention device for underground structures - Google Patents

Fall prevention device for underground structures Download PDF

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JP4855365B2
JP4855365B2 JP2007253265A JP2007253265A JP4855365B2 JP 4855365 B2 JP4855365 B2 JP 4855365B2 JP 2007253265 A JP2007253265 A JP 2007253265A JP 2007253265 A JP2007253265 A JP 2007253265A JP 4855365 B2 JP4855365 B2 JP 4855365B2
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ladder
fall prevention
frame
support shaft
stopper
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JP2009084815A (en
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晴英 北山
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北勢工業株式会社
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本発明は、地下構造物用蓋を載置可能な受枠と、その受枠に対して起伏可能に設けられた転落防止用梯子を備えた地下構造物用転落防止装置に関する。なお、地下構造物とは、一般にマンホールと言われる物を含み、下水道における地下埋設物、地下構造施設等と地上とを通じる開口部を閉塞する大型鉄蓋、汚水枡蓋、電力・通信における地下施設機器や地下ケーブル等を保護する開閉可能な共同溝用鉄蓋、送電用鉄蓋、配電用鉄蓋、上水道やガス配管における路面下の埋設導管及びその付属機器と地上とを結ぶ開閉扉としての機能を有する消火栓蓋、制水弁蓋、仕切弁蓋、空気弁蓋、ガス配管用蓋、量水器蓋等と、それらの蓋を支える受枠とからなるものを総称する。   The present invention relates to a fall prevention device for an underground structure including a receiving frame on which a lid for an underground structure can be placed, and a fall prevention ladder provided so as to be raised and lowered with respect to the receiving frame. Underground structures include what are generally called manholes, such as underground buried objects in sewers, large iron lids that block openings through underground structures, etc., sewage culverts, and underground power and communications. As an openable and closable iron cover for protection of facility equipment and underground cables, an iron cover for power transmission, a power distribution cover, a buried conduit under the road surface in waterworks and gas pipes, and an open / close door that connects the accessory to the ground A general term for a fire hydrant lid, a water control valve lid, a gate valve lid, a gas valve lid, a gas pipe lid, a water meter lid, etc., and a receiving frame that supports these lids.

地下構造物の開口部の安全対策として、地下構造物用蓋を開けた時に人が転落することを防止する内蓋として機能し、作業員が昇降する時には手持ちとして機能する転落防止用梯子を有する地下構造物用転落防止装置があり、地下構造物内において下水等が増水しても、内蓋としての転落防止用梯子が浮上することを防止するために内圧に対するロック機能を有する地下構造物用転落防止装置が望まれている。   As a safety measure for the opening of the underground structure, it has a fall prevention ladder that functions as an inner lid that prevents a person from falling when the lid for the underground structure is opened, and functions as a handheld when an operator moves up and down. For underground structures that have a locking function against internal pressure in order to prevent the fall prevention ladder as an inner lid from floating even if there is a fall prevention device for underground structures and sewage increases in the underground structure A fall prevention device is desired.

従来のこの種の地下構造物用転落防止装置に関して、転落防止用梯子に可動のロックピンを装着して地下構造物用受枠へロックするロック装置が知られている(例えば、特許文献1参照)。しかしながら、上述のロック装置においては、作業員は、転落防止用梯子を開ける際に、先ず、同梯子の先端側に位置してロックピンを動かしてロックを解除し、次に同梯子の側方に移動して同梯子を起立させ、同梯子の基端側の地下構造物内に設けられた足場を使って地下構造物に進入する必要があり、作業効率が良くない。地下構造物内から出た作業員は、同梯子を側方から閉じた後、先端側に移動して手動にてロックをする必要があり、作業効率が同様に良くない。また、内圧に対して安定してロックするためには、ロックを転落防止用梯子の両先端すなわち2か所に設けることが好ましいが、作業員が先端側に位置して両手で同時に2か所のロックを解除し、先端側に位置したままで転落防止用梯子を開けようとすると、転落防止用梯子の起立に従って開口部に接近する必要があるため、安全に転落防止用梯子を起立させることが難しい。転落防止用梯子の先端側でロックピンのロックを解除する作業員と側方で転落防止用梯子を開ける作業員を分けると、作業効率がさらに良くない。
特開2002−371575号公報
Regarding a conventional fall prevention device for an underground structure of this type, there is known a lock device that attaches a movable lock pin to a fall prevention ladder and locks it to a receiving frame for an underground structure (for example, see Patent Document 1). . However, in the above-described locking device, when opening the ladder for preventing the fall, the worker first moves the lock pin located on the tip side of the ladder to release the lock, and then releases the side of the ladder. It is necessary to enter the underground structure using a scaffold provided in the underground structure on the base end side of the ladder, and the work efficiency is not good. Workers who have come out of the underground structure have to close the ladder from the side, move to the tip side and manually lock it, and work efficiency is similarly poor. Also, in order to stably lock against internal pressure, it is preferable to provide locks at both ends of the fall prevention ladder, that is, at two locations. If you try to open the fall prevention ladder with the lock on the tip side unlocked, it is necessary to approach the opening as the fall prevention ladder rises. Is difficult. If the worker who unlocks the lock pin on the tip side of the fall prevention ladder and the worker who opens the fall prevention ladder on the side are separated, the working efficiency is further improved.
JP 2002-371575 A

本発明は、このような問題を解決するためになされたもので、転落防止用梯子が閉じた倒伏状態では、地下構造物の内圧に対して確実にロックされ、転落防止用梯子の開閉時すなわち起伏時には、転落し難い安全な位置での効率的な起伏作業ができる地下構造物用転落防止装置を提供することを目的とする。   The present invention has been made to solve such a problem, and when the fall-preventing ladder is closed, it is securely locked against the internal pressure of the underground structure, and when the fall-preventing ladder is opened or closed, It is an object of the present invention to provide a fall prevention device for an underground structure that can efficiently perform undulation work at a safe position that is difficult to fall down.

上記目的を達成するために請求項1に記載の発明は、地下構造物用蓋を載置可能な受枠と、基端側に支軸を備え、前記支軸の周りに起伏可能に前記受枠に枢設された転落防止用梯子と、を備えた地下構造物用転落防止装置であって、前記受枠は、内周面にストッパが突設され、前記転落防止用梯子は、前記支軸の軸方向にスライド可能であり、倒伏状態で前記ストッパの上面で支持される突端部と、前記突端部の下方にて前記ストッパの下面と係合する係合部とを先端側に備え、弾性体の付勢力によって前記係合が保持され、起立させる際には、前記付勢力に抗する方向にスライドすることにより前記係合を解除可能としたものである。   In order to achieve the above object, the invention according to claim 1 is provided with a receiving frame on which a lid for an underground structure can be placed, a support shaft on the base end side, and the support frame can be raised and lowered around the support shaft A fall prevention device for an underground structure provided with a fall prevention ladder, wherein the receiving frame has a stopper projecting on an inner peripheral surface, and the fall prevention ladder is an axis of the support shaft. A protruding end that is slidable in the direction and supported by the upper surface of the stopper in a lying state, and an engaging portion that engages with the lower surface of the stopper below the protruding end. The engagement is held by the urging force and can be released by sliding in a direction against the urging force when standing up.

請求項2に記載の発明は、請求項1に記載の地下構造物用転落防止装置において、前記係合部の下部にテーパ面が形成され、前記転落防止用梯子は、倒伏する際に、前記テーパ面が前記ストッパに接触摺動する接触力により前記付勢力に抗する方向にスライドし、前記係合部が前記ストッパを通過して倒伏が完了したときに前記係合部が前記ストッパと係合するものである。   According to a second aspect of the present invention, in the fall prevention device for an underground structure according to the first aspect, a tapered surface is formed at a lower portion of the engaging portion, and the fall prevention ladder is When the taper surface slides in a direction against the urging force by a contact force that slides against the stopper, the engagement portion engages with the stopper when the engagement portion passes through the stopper and the overturning is completed. To match.

請求項3に記載の発明は、請求項1又は請求項2に記載の地下構造物用転落防止装置において、前記転落防止用梯子の梯子枠は、基端側に長孔が長手方向に形成され、前記長孔には、前記支軸が挿通され、前記支軸は、前記受枠の内周面に張り出して形成された取付部に設けられた支軸受部によって前記取付部より低い位置で軸承され、前記転落防止用梯子を立てたとき、前記取付部の側に傾斜し、前記梯子枠が前記取付部に当接して降下し、前記梯子枠の当接側の面と前記長孔との間隔は、前記梯子枠の先端側に向かって連続的に広がっており、前記梯子枠が前記支軸と前記支軸受部下部との間に楔効果により挟持されて前記転落防止用梯子の起立状態が保持され、前記転落防止用梯子は、倒伏させる際には、前記支軸が前記長孔の基端側の端に位置する状態に上げることにより、倒伏方向に回動可能となるものである。   According to a third aspect of the present invention, in the fall prevention device for an underground structure according to the first or second aspect, the ladder frame of the fall prevention ladder has a long hole formed in the longitudinal direction on the base end side. The support shaft is inserted into the elongated hole, and the support shaft is supported at a position lower than the attachment portion by a support bearing portion provided on an attachment portion formed to project from the inner peripheral surface of the receiving frame. When the falling prevention ladder is erected, the ladder frame is inclined toward the attachment portion, the ladder frame comes into contact with the attachment portion and descends, and the gap between the contact surface of the ladder frame and the elongated hole Is spread continuously toward the front end side of the ladder frame, and the ladder frame is sandwiched between the support shaft and the lower part of the support bearing portion by a wedge effect so that the falling prevention ladder is in an upright state. When the fall prevention ladder is held down, the support shaft is on the proximal end side of the long hole. By increasing the state located at the edge, and serves as a rotatable lodging direction.

請求項4に記載の発明は、請求項3に記載の地下構造物用転落防止装置において、前記弾性体は、前記支軸受部に一端が押接し、前記支軸を付勢するスプリングであるものである。   According to a fourth aspect of the present invention, in the fall prevention device for an underground structure according to the third aspect, the elastic body is a spring that has one end pressed against the support bearing portion and biases the support shaft. It is.

請求項5に記載の発明は、請求項3又は請求項4に記載の地下構造物用転落防止装置において、前記転落防止用梯子は、前記梯子枠にさらに側枠が外側方に張り出して並設されているものである。   According to a fifth aspect of the present invention, in the fall prevention device for an underground structure according to the third or fourth aspect, the ladder for fall prevention is arranged in parallel with a side frame projecting outward from the ladder frame. It is what has been.

請求項1に記載の発明によれば、転落防止用梯子を閉じた倒伏状態で、人が地下構造物に転落することを防止でき、地下構造物の内圧に対して確実にロックされ、転落防止用梯子を開く、すなわち起立させる際には、作業員は、転落防止用梯子の側方から転落防止用梯子全体をスライドすることによってロックを解除でき、転落し難い同じ安全な立ち位置のままで転落防止用梯子を起立させればよく、引き続き連続動作として地下構造物に進入することができ、安全かつ効率的に作業ができる。   According to the first aspect of the present invention, it is possible to prevent a person from falling into the underground structure in a lying state with the fall-preventing ladder closed, and to be reliably locked against the internal pressure of the underground structure, thereby preventing the falling. When opening or standing the ladder, the operator can release the lock by sliding the entire fall prevention ladder from the side of the fall prevention ladder and remain in the same safe standing position that is difficult to fall. What is necessary is just to make the fall prevention ladder stand up, and it can continue to enter an underground structure as continuous operation | work, and can work safely and efficiently.

請求項2に記載の発明によれば、転落防止用梯子を閉じる、すなわち倒伏させる際には、転落防止用梯子は受枠に対して自動的にロックされるので、ロックの確実性を維持しつつ、安全に作業効率を向上することができる。   According to the second aspect of the present invention, the fall prevention ladder is automatically locked with respect to the receiving frame when the fall prevention ladder is closed, that is, laid down, so that the locking reliability is maintained. , Can improve the work efficiency safely.

請求項3に記載の発明によれば、転落防止用梯子は、開いた起立状態が楔効果により保持されるので、作業員の昇降時の手持ちとすることができる。   According to the third aspect of the present invention, the fall prevention ladder is held in the open standing state by the wedge effect, so that the fall prevention ladder can be held by a worker when the worker moves up and down.

請求項4に記載の発明によれば、転落防止用梯子は、閉じた倒伏状態でスプリングによって確実に受枠へのロック状態を保持することができる。   According to the fourth aspect of the present invention, the fall prevention ladder can reliably hold the locked state to the receiving frame by the spring in the closed lying state.

請求項5に記載の発明によれば、転落防止用梯子が閉じた倒伏状態で、側枠が地下構造物の開口部を塞ぐので、人の転落防止効果をさらに高めることができる。また、側枠は、転落防止用梯子をスライド又は起伏させる際の把手となるので、作業効率をさらに向上することができる。   According to the fifth aspect of the present invention, since the side frame closes the opening of the underground structure in the lying state where the fall prevention ladder is closed, the human fall prevention effect can be further enhanced. Moreover, since the side frame serves as a handle when the fall prevention ladder is slid or raised, work efficiency can be further improved.

以下、本発明の第1の実施形態に係る地下構造物用転落防止装置の全体構成について図1を参照して説明する。地下構造物用転落防止装置1は、受枠10とその内側に転落防止用梯子20とを備え、地下構造物(図示せず)の開口部に設置される。受枠10は、円盤形状の地下構造物用蓋(図示せず)が載置されるものであり、図1は、同蓋が開いた状態の平面図である。転落防止用梯子20は、両側方の梯子枠25の間に梯子段28を備え、地下構造物の開口部を塞ぎ、人の転落を防止する。梯子段28の段数は限定されるものではなく、人の転落を防止できる間隔で設ければよい。複数の各梯子段28の中間を梯子枠25に略平行な梁で連結して転落防止用梯子20の耐荷重強度を高めてもよい。   Hereinafter, the whole structure of the fall prevention apparatus for underground structures which concerns on the 1st Embodiment of this invention is demonstrated with reference to FIG. The fall prevention device 1 for an underground structure includes a receiving frame 10 and a fall prevention ladder 20 inside thereof, and is installed at an opening of an underground structure (not shown). The receiving frame 10 is for placing a disc-shaped lid for an underground structure (not shown), and FIG. 1 is a plan view of the receiving frame 10 with the lid open. The fall prevention ladder 20 includes a ladder step 28 between the ladder frames 25 on both sides, and closes the opening of the underground structure to prevent a person from falling. The number of steps of the ladder steps 28 is not limited, and may be provided at an interval that can prevent a person from falling. The middle of each of the plurality of ladder steps 28 may be connected to the ladder frame 25 with a beam substantially parallel to increase the load bearing strength of the fall prevention ladder 20.

同装置の転落防止用梯子20の倒伏および起立について図2Aを参照して説明する。転落防止用梯子20は、基端側に支軸21を備え、支軸21は、受枠10に枢設されている。転落防止用梯子20は支軸21の周りに倒伏方向及び起立方向に回動可能である。梯子段28は、転落防止用梯子20の倒伏状態では、人の転落を防止し、起立状態では、作業員の昇降用手持ちとなる。   The fall and standing of the fall prevention ladder 20 of the apparatus will be described with reference to FIG. 2A. The fall prevention ladder 20 includes a support shaft 21 on the base end side, and the support shaft 21 is pivotally provided on the receiving frame 10. The fall-preventing ladder 20 can be rotated around the support shaft 21 in the lying down direction and the standing direction. The ladder stage 28 prevents a person from falling when the fall-preventing ladder 20 is lying down, and is used to lift and lower the operator when standing.

転落防止用梯子20の倒伏状態におけるロックについて図1乃至図3を参照して説明する。転落防止用梯子20は、倒伏状態において、梯子枠25の先端側の上側に突端部22が突出し、その下側に突端部22と間隔をおいて係合部23が突出している。受枠10の内周面11には略水平の内向けにストッパ12が突設されており、転落防止用梯子20が倒伏した状態で、ストッパ12が突端部22を支持することにより、転落防止用梯子20の先端側が受枠10に支持される。ストッパ12は、同時に係合部23と係合し、もし、地下構造物に内圧が発生して転落防止用梯子20に浮力が加わっても、転落防止用梯子20が浮上して開くことを防止し、人の転落を防止する。突端部22と係合部23の上下間隔は、ストッパ12を挟むことを可能とする間隔である。突端部22と係合部23によるストッパ12の挟みにより、ストッパ12に対して転落防止用梯子20がロックされる。このロックは、弾性体24による付勢力によって保持され、転落防止用梯子20が受枠10に対してロックされた状態が保持される。なお、突端部22と係合部23は、梯子枠25に対して固定されており、可動部が無く、構造が簡単であり、コスト低減に寄与する。   A lock in the fall state of the fall prevention ladder 20 will be described with reference to FIGS. In the fall-down ladder 20, the fall preventing ladder 20 has a protruding end portion 22 protruding above the tip end side of the ladder frame 25, and an engaging portion 23 protruding below the protruding end portion 22 at an interval. A stopper 12 protrudes from the inner peripheral surface 11 of the receiving frame 10 in a substantially horizontal inward direction, and the stopper 12 supports the protruding end 22 in a state where the falling prevention ladder 20 is lying down. The front end side of the ladder 20 is supported by the receiving frame 10. The stopper 12 engages with the engaging portion 23 at the same time, and even if an internal pressure is generated in the underground structure and buoyancy is applied to the fall prevention ladder 20, the fall prevention ladder 20 is prevented from rising and opening. And prevent people from falling. The vertical interval between the projecting end portion 22 and the engaging portion 23 is an interval that allows the stopper 12 to be sandwiched. The fall prevention ladder 20 is locked to the stopper 12 by the pinching of the stopper 12 by the protruding end portion 22 and the engaging portion 23. This lock is held by the urging force of the elastic body 24, and the state where the fall prevention ladder 20 is locked with respect to the receiving frame 10 is held. Note that the projecting end portion 22 and the engagement portion 23 are fixed to the ladder frame 25, have no movable portion, have a simple structure, and contribute to cost reduction.

転落防止用梯子20を起立させる際のロックの解除について図4及び図5を参照して説明する。図4に示すように、転落防止用梯子20は、支軸21の軸方向にスライド可能である。従来の転落防止用梯子は、作業員が先端側から開けていたが、本発明の転落防止用梯子20においては、作業員は、側方から転落防止用梯子20の全体をスライドしてロックを解除し、側方から回動して起立させる。図5において、倒伏状態では、ストッパ12と係合部23が係合する位置にあり、ロック状態となっている。転落防止用梯子20を起立させる際には、弾性体24による付勢力に抗する方向に転落防止用梯子20の全体をスライドすることによってストッパ12と係合部23との係合が解除され、すなわち、転落防止用梯子20の受枠10に対してロック解除状態となる。地下構造物用転落防止装置1をこのように構成することにより、一人の作業員が、転落防止用梯子20を側方からスライドし、次に、立ち位置を変えずに転落防止用梯子20を起立させ、引き続いて連続動作として地下構造物に進入することができ、効率的に作業ができる。また、転落防止用梯子20は、作業員が開口部から離れる方向に側方から引いてスライドすればよく、作業員が開口部に転落する虞がない。さらに、転落防止用梯子20の起立に従って開口部に近づく必要もなく、転落し難い安全な位置で起立作業ができる。なお、地下構造物の開口部より下の内側には、基端側に足場(図示せず)が設けられており、作業員は足場を利用して地下構造物の中に進入する。   Release of the lock when raising the fall prevention ladder 20 will be described with reference to FIGS. 4 and 5. FIG. As shown in FIG. 4, the fall prevention ladder 20 is slidable in the axial direction of the support shaft 21. In the conventional fall prevention ladder, the worker opens from the front end side. However, in the fall prevention ladder 20 of the present invention, the worker slides the entire fall prevention ladder 20 from the side and locks it. Release and turn to stand from the side. In FIG. 5, in the lying down state, the stopper 12 and the engaging portion 23 are in a position where they are engaged and are in a locked state. When raising the fall prevention ladder 20, the engagement between the stopper 12 and the engagement portion 23 is released by sliding the entire fall prevention ladder 20 in a direction against the urging force of the elastic body 24. That is, the receiving frame 10 of the fall prevention ladder 20 is unlocked. By constructing the fall prevention device 1 for an underground structure in this way, one worker slides the fall prevention ladder 20 from the side, and then the fall prevention ladder 20 without changing the standing position. It is possible to stand up and subsequently enter the underground structure as a continuous operation, and work efficiently. Further, the fall prevention ladder 20 may be pulled and slid from the side in a direction away from the opening, and there is no possibility that the worker falls into the opening. Further, it is not necessary to approach the opening according to the standing of the fall-preventing ladder 20, and the standing work can be performed at a safe position where it is difficult to fall. A scaffold (not shown) is provided on the inner side below the opening of the underground structure on the base end side, and the worker enters the underground structure using the scaffold.

次に、転落防止用梯子20を倒伏させる際の自動ロックについて図6A乃至図6Fを参照して説明する。図6Aにおいて、転落防止用梯子20が倒伏方向に回動し、係合部23がストッパ12の上方から接近する。図6Bにおいて、係合部23がさらにストッパ12に接近し、係合部23の下部に形成された斜めのテーパ面231がストッパ12と接触する。図6Cにおいて、テーパ面231とストッパ12は、接触した状態で摺動する。ストッパ12がテーパ面231と接触する辺は、摺動を容易にするように面取りがされている。テーパ面231とストッパ12の間には接触力が発生する。この接触力は、転落防止用梯子20の重量及び回動の慣性力に起因するものである。転落防止用梯子20は、この接触力により弾性体24の付勢力に抗する方向にスライドしつつ倒伏方向に回動する。図6Dにおいて、係合部23は、ストッパ12に対して側面に接触しつつ下方向に通過する。図6Eにおいて、係合部23は、ストッパ12を通過し、転落防止用梯子20は、弾性体24の付勢力により付勢方向にスライドする。図6Fにおいて、転落防止用梯子20の倒伏が完了し、係合部23がストッパ12と係合し、転落防止用梯子20が受枠10に対して自動的にロック状態となる。転落防止用梯子20は、弾性体24の付勢力によりロック状態が保持される。同時に突端部22は、ストッパ12に支持される。なお、ストッパ12の上面は、突端部22の下面形状に対応した形状の凹部121が形成されており、転落防止用梯子20の倒伏状態の自動的な位置決めとロック状態の保持に寄与している。凹部121には、突端部22が凹部121の内側から外側にストッパ12上を摺動する際の引っ掛かりを防ぐための面取りがされている。凹部121の代わりにストッパ12上に転落防止用梯子20の位置決め用の凸部を突設してもよい。上述のように、転落防止用梯子20は、倒伏させる際に、ロック解除方向に一時的かつ自動的にスライドし、倒伏が完了したときに自動的にロック方向に戻って受枠に対してロックされるので、効率的に倒伏し、確実なロックができる。また、作業員は、ストッパがある開口部に接近する必要がなく安全である。   Next, automatic locking when the fall prevention ladder 20 is laid down will be described with reference to FIGS. 6A to 6F. In FIG. 6A, the fall prevention ladder 20 rotates in the lying down direction, and the engaging portion 23 approaches from above the stopper 12. In FIG. 6B, the engaging portion 23 further approaches the stopper 12, and an oblique tapered surface 231 formed at the lower portion of the engaging portion 23 contacts the stopper 12. In FIG. 6C, the tapered surface 231 and the stopper 12 slide in contact with each other. The side where the stopper 12 contacts the tapered surface 231 is chamfered so as to facilitate sliding. A contact force is generated between the tapered surface 231 and the stopper 12. This contact force is due to the weight of the fall prevention ladder 20 and the inertial force of rotation. The fall prevention ladder 20 is rotated in the lying down direction while sliding in a direction against the urging force of the elastic body 24 by the contact force. In FIG. 6D, the engagement portion 23 passes downward while contacting the side surface with respect to the stopper 12. In FIG. 6E, the engagement portion 23 passes through the stopper 12, and the fall prevention ladder 20 slides in the urging direction by the urging force of the elastic body 24. In FIG. 6F, the fall of the fall prevention ladder 20 is completed, the engaging portion 23 engages with the stopper 12, and the fall prevention ladder 20 is automatically locked with respect to the receiving frame 10. The fall prevention ladder 20 is kept locked by the urging force of the elastic body 24. At the same time, the protruding end 22 is supported by the stopper 12. In addition, the upper surface of the stopper 12 is formed with a concave portion 121 having a shape corresponding to the shape of the lower surface of the projecting end portion 22, which contributes to the automatic positioning of the fall-preventing ladder 20 and the holding of the locked state. . The recess 121 is chamfered to prevent the protrusion 22 from being caught when sliding on the stopper 12 from the inside to the outside of the recess 121. A convex portion for positioning the fall prevention ladder 20 may be provided on the stopper 12 instead of the concave portion 121. As described above, the fall prevention ladder 20 slides temporarily and automatically in the unlocking direction when falling down, and automatically returns to the locking direction and locks against the receiving frame when the falling down is completed. Therefore, it can efficiently fall down and lock securely. In addition, the worker does not need to approach the opening having the stopper and is safe.

転落防止用梯子20の基端側の構造について図面を参照して説明する。転落防止用梯子20は、全体が支軸21の軸方向にスライド可能である。また、転落防止用梯子20は、起立状態で作業員の昇降時の手持ちとなるので、起立状態が安定して保持される必要がある。図8Aにおいて、転落防止用梯子20の梯子枠25には、基端側に長孔26が長手方向に形成されている。長孔26には、支軸21が挿通される。受枠10の内周面11に張り出して取付部13が形成されており、取付部13の端の下面に支軸受部14が設けられ、支軸受部14が取付部13よりも低い位置で支軸21を受ける。図7において、支軸受部14は、平板状の支軸受部下部141に、先端側に張り出した端部に軸穴144を有する軸受板142と軸穴144を有しない側板143とが立設されている。軸受板142は、支軸21をスライド可能に受ける。両側を軸受板142としないのは、転落防止用梯子20のスライドを可能にするためである。軸受板142及び側板143の先端側上部には取付部13の端部と係合する凸部147が形成され、反対側上部には取付部13の下面に形成された凹部と咬合する凸部146が形成されている。支軸受部14は、支軸受部下部141にボルト穴145を有し、取付部13にボルト締結される。なお、支軸受部14は、取付部13と一体成形してもよい。梯子枠25のそれぞれは、2つの軸受板142のそれぞれの同側方に当接し、弾性体24で支軸21が軸受板142の方向に付勢され、梯子枠25を軸受板142から離れる方向に引くことにより、弾性体24の付勢力に抗して梯子枠25は、軸受板142から離れる。梯子枠25は、図1において軸受板142の側方に当接しており、図4において、軸受板142から離れる矢印方向にスライドしている。梯子枠25が図4に示す側方とは反対側の軸受板の側方に当接するよう構成した場合には、図4の前記矢印とは反対方向にスライドする。このスライドにより、梯子枠25の先端側の突端部22と係合部23がストッパ12から離れてロックが解除される。   The structure of the base end side of the fall prevention ladder 20 will be described with reference to the drawings. The entire fall prevention ladder 20 is slidable in the axial direction of the support shaft 21. In addition, the fall prevention ladder 20 is held by the worker when the worker falls up and down, so that the standing state needs to be stably maintained. In FIG. 8A, a long hole 26 is formed in the longitudinal direction on the base end side of the ladder frame 25 of the fall prevention ladder 20. The support shaft 21 is inserted through the long hole 26. An attachment portion 13 is formed so as to protrude from the inner peripheral surface 11 of the receiving frame 10, and a support bearing portion 14 is provided on the lower surface of the end of the attachment portion 13, and the support bearing portion 14 is lower than the attachment portion 13. Receive 21. In FIG. 7, the support bearing part 14 is provided with a bearing plate 142 having a shaft hole 144 at an end protruding to the tip side and a side plate 143 not having the shaft hole 144 on a flat support bearing part lower part 141. ing. The bearing plate 142 slidably receives the support shaft 21. The reason for not using the bearing plates 142 on both sides is to allow the fall prevention ladder 20 to slide. A convex portion 147 that engages with the end portion of the mounting portion 13 is formed on the upper end of the bearing plate 142 and the side plate 143, and a convex portion 146 that engages with a concave portion formed on the lower surface of the mounting portion 13 on the opposite upper side. Is formed. The support bearing portion 14 has a bolt hole 145 in the support bearing portion lower portion 141 and is bolted to the attachment portion 13. Note that the support bearing portion 14 may be integrally formed with the attachment portion 13. Each of the ladder frames 25 abuts on the same side of each of the two bearing plates 142, the support shaft 21 is urged toward the bearing plates 142 by the elastic body 24, and the ladder frame 25 is separated from the bearing plates 142. , The ladder frame 25 moves away from the bearing plate 142 against the urging force of the elastic body 24. The ladder frame 25 is in contact with the side of the bearing plate 142 in FIG. 1, and slides in the direction of the arrow away from the bearing plate 142 in FIG. When the ladder frame 25 is configured to contact the side of the bearing plate opposite to the side shown in FIG. 4, it slides in the direction opposite to the arrow in FIG. By this slide, the protruding end portion 22 and the engaging portion 23 on the front end side of the ladder frame 25 are separated from the stopper 12 and the lock is released.

次に、転落防止用梯子20の起立動作と起立状態の保持について図8A乃至図8Dを参照して説明する。図8Aにおいて、作業員は、転落防止用梯子20を支軸21を中心に起立方向に回動させ、これによって梯子枠25が取付部13に接近する。図8Bにおいて、梯子枠25は、取付部13に当接する。このとき、転落防止用梯子20は、取付部13の側に傾斜している。図8Cにおいて、梯子枠25は、取付部13と当接したまま自重により降下する。支軸21は、長孔26の基端側から先端側に移動する。図8Dにおいて、梯子枠25の取付部13と当接している面と長孔26との間隔は、梯子枠25の先端側に向かって連続的に広がっており、梯子枠25は、支軸21と支軸受部14の支軸受部下部141との間に楔効果により挟持される。さらに、梯子枠25は、取付部13との当接によっても支持される。従って、転落防止用梯子20は、起立状態が安定に保持され、作業員が手持ちに使っても倒れることはない。   Next, the standing operation and holding of the standing state of the fall prevention ladder 20 will be described with reference to FIGS. 8A to 8D. In FIG. 8A, the worker rotates the fall prevention ladder 20 around the support shaft 21 in the upright direction, whereby the ladder frame 25 approaches the mounting portion 13. In FIG. 8B, the ladder frame 25 abuts on the attachment portion 13. At this time, the fall prevention ladder 20 is inclined toward the mounting portion 13. In FIG. 8C, the ladder frame 25 is lowered by its own weight while being in contact with the attachment portion 13. The support shaft 21 moves from the proximal end side of the long hole 26 to the distal end side. In FIG. 8D, the space | interval of the surface and contact | abutting with the attaching part 13 of the ladder frame 25 and the long hole 26 has spread continuously toward the front end side of the ladder frame 25, and the ladder frame 25 is the spindle 21. And the support bearing portion lower portion 141 of the support bearing portion 14 by a wedge effect. Furthermore, the ladder frame 25 is also supported by contact with the mounting portion 13. Therefore, the fall prevention ladder 20 is stably maintained in an upright state, and does not fall down even if an operator uses it on hand.

転落防止用梯子20を起立状態から倒伏させる動作を図9A乃至図9Dを参照して説明する。図9Aにおいて、転落防止用梯子20は、梯子枠25の楔効果によって起立状態が保持されている。図9Bにおいて、転落防止用梯子20を前記の楔効果及び重力に抗して上げると、梯子枠25は、支軸21と支軸受部下部141との間の楔効果が解消して上昇する。支軸21は、長孔26の先端側から基端側に移動する。梯子枠25は、上昇途中においては、支軸受部14と干渉して回動できない。図9Cにおいて、支軸21は、長孔26の基端側に位置する状態となり、梯子枠25の上昇が止まる。図9Dにおいて、梯子枠25は、支軸受部14と干渉せず回動可能となり、従って、転落防止用梯子20は、倒伏方向に回動可能となる。   The operation of causing the fall prevention ladder 20 to fall from the standing state will be described with reference to FIGS. 9A to 9D. In FIG. 9A, the fall prevention ladder 20 is held in an upright state by the wedge effect of the ladder frame 25. In FIG. 9B, when the fall prevention ladder 20 is raised against the wedge effect and gravity, the ladder frame 25 rises with the wedge effect between the support shaft 21 and the support bearing portion lower portion 141 eliminated. The support shaft 21 moves from the distal end side of the elongated hole 26 to the proximal end side. In the middle of ascending, the ladder frame 25 interferes with the support bearing portion 14 and cannot rotate. In FIG. 9C, the support shaft 21 is positioned on the proximal end side of the long hole 26, and the ladder frame 25 stops rising. In FIG. 9D, the ladder frame 25 can be rotated without interfering with the support bearing portion 14, and therefore the fall prevention ladder 20 can be rotated in the lying down direction.

なお、支軸受部14は、弾性体24の一端を保持するためにも用いることができる。支軸21は、一端の領域において軸径が細い細径部が形成され、この細径部に円筒形状の弾性体24が設けられる。弾性体24は、一端が支軸受部14に押接して支軸受部14を介して受枠10の取付部13に固定され、他端が支軸21を付勢する。弾性体24が設けられる位置は、支軸21の両端のいずれかの一端でよく、どちらの端であるかは限定されない。弾性体24の材質は、例えば、弾性樹脂でもよく、限定されないが、コスト等の観点から例えば金属スプリングが好ましい。   The support bearing portion 14 can also be used to hold one end of the elastic body 24. The support shaft 21 is formed with a small diameter portion having a small shaft diameter in a region of one end, and a cylindrical elastic body 24 is provided in the small diameter portion. One end of the elastic body 24 is pressed against the support bearing portion 14 and is fixed to the attachment portion 13 of the receiving frame 10 via the support bearing portion 14, and the other end biases the support shaft 21. The position where the elastic body 24 is provided may be either one of both ends of the support shaft 21, and which end is not limited. The material of the elastic body 24 may be, for example, an elastic resin and is not limited. However, for example, a metal spring is preferable from the viewpoint of cost and the like.

本発明の地下構造物用転落防止装置は、製作方法が限定されるものではない。例えば、図1に示すように、転落防止用梯子20の係合部23と梯子枠25と梯子段28等を鋳造により一体成形してもよい。一体成形により低コストの製造ができる。また、例えば、図10に示すように、地下構造物用転落防止装置2において、転落防止用梯子30の係合部33と梯子枠35と梯子段38等を個別の構成部材としてボルト又はリベット等の締結手段により締結して製作してもよい。これにより、例えば耐蝕性は優れているが鋳造の難しい材料、例えば、ステンレスを構成部材に用いることができ、塩害等で使用環境の厳しい箇所において、使用環境に応じた耐蝕性を有する材料を用いることができる。   The production method of the fall prevention device for an underground structure according to the present invention is not limited. For example, as shown in FIG. 1, the engaging portion 23, the ladder frame 25, the ladder step 28, and the like of the fall prevention ladder 20 may be integrally formed by casting. Low cost manufacturing is possible by integral molding. Further, for example, as shown in FIG. 10, in the fall prevention device 2 for underground structures, the engaging portion 33, the ladder frame 35, the ladder step 38, etc. of the fall prevention ladder 30 are used as individual constituent members such as bolts or rivets. You may manufacture by fastening with a fastening means. Thereby, for example, a material that is excellent in corrosion resistance but difficult to cast, such as stainless steel, can be used as a constituent member, and a material having corrosion resistance according to the use environment is used in a severe use environment due to salt damage or the like. be able to.

本発明の第2の実施形態に係る地下構造物用転落防止装置の全体構成について図面11を参照して説明する。側枠29が、転落防止用梯子20の梯子枠25の外側方に張り出して並設されている。側枠29は、地下構造物用転落防止装置3の開口部をさらに閉塞するので、さらに確実に人の転落防止ができる。また、側枠29は、転落防止用梯子20を起伏するときの把手となるので、さらに起伏作業を効率的にすることができる。側枠29は、梯子枠25と共に一体成形してもよい。   The whole structure of the fall prevention apparatus for underground structures which concerns on the 2nd Embodiment of this invention is demonstrated with reference to drawing 11. FIG. A side frame 29 is juxtaposed to the outside of the ladder frame 25 of the fall prevention ladder 20. Since the side frame 29 further closes the opening of the fall prevention device 3 for underground structures, it is possible to more reliably prevent a person from falling. Further, since the side frame 29 serves as a handle when the fall prevention ladder 20 is raised and lowered, the raising and lowering work can be made more efficient. The side frame 29 may be integrally formed with the ladder frame 25.

側枠の梯子枠への固定方法は、限定されるものではなく、図12に示すように、側枠39を梯子枠35にボルト締結してもよい。   The method of fixing the side frame to the ladder frame is not limited, and the side frame 39 may be bolted to the ladder frame 35 as shown in FIG.

なお、本発明は、上記各実施形態の構成に限られず、発明の要旨を変更しない範囲で種々の変形が可能である。例えば、転落防止用梯子の構成部材は、金属に限られず、繊維強化樹脂であってもよい。また、梯子枠の平面形状は、直線形状に限られず、円弧等の曲線形状であってもよい。   The present invention is not limited to the configuration of each of the embodiments described above, and various modifications can be made without departing from the scope of the invention. For example, the constituent member of the fall prevention ladder is not limited to metal, and may be fiber reinforced resin. Further, the planar shape of the ladder frame is not limited to a linear shape, and may be a curved shape such as an arc.

本発明の第1の実施形態に係る地下構造物用転落防止装置の平面図。The top view of the fall prevention apparatus for underground structures which concerns on the 1st Embodiment of this invention. 図2Aは同装置における転落防止用梯子の一方の側面図、図2Bは同梯子の他方の側面図。2A is a side view of one of the fall prevention ladders in the apparatus, and FIG. 2B is a side view of the other of the ladders. 同梯子の先端側の正面図。The front view of the front end side of the ladder. 同梯子をスライドした状態の同装置の平面図。The top view of the apparatus of the state which slid the ladder. ロック状態とロック解除状態を説明する同梯子の先端側の正面図。The front view of the front end side of the ladder explaining a locked state and an unlocked state. 図6A乃至6Fは図1のX−X線断面であって同梯子の倒伏動作を説明する先端側の断面図。6A to 6F are cross-sectional views taken along the line XX of FIG. 1 and illustrating a tipping side of the ladder. 同装置の支軸受部の斜視図。The perspective view of the support bearing part of the same apparatus. 図8A乃至図8Dは、同梯子の起立動作を説明する基端側の断面図。FIG. 8A to FIG. 8D are cross-sectional views on the base end side for explaining the standing operation of the ladder. 図9A乃至図9Dは、同梯子の倒伏動作を説明する基端側の断面図。FIG. 9A to FIG. 9D are cross-sectional views on the base end side for explaining the folding operation of the ladder. 本発明の第1の実施形態の変形例に係る地下構造物用転落防止装置の平面図。The top view of the fall prevention apparatus for underground structures which concerns on the modification of the 1st Embodiment of this invention. 本発明の第2の実施形態に係る地下構造物用転落防止装置の平面図。The top view of the fall prevention apparatus for underground structures which concerns on the 2nd Embodiment of this invention. 本発明の第2の実施形態の変形例に係る地下構造物用転落防止装置の平面図。The top view of the fall prevention apparatus for underground structures which concerns on the modification of the 2nd Embodiment of this invention.

符号の説明Explanation of symbols

1 地下構造物用転落防止装置
10 受枠
11 内周面
12 ストッパ
13 取付部
14 支軸受部
20 転落防止用梯子
21 支軸
22 突端部
23 係合部
231 テーパ面
24 弾性体
25 梯子枠
26 長孔
29 側枠
39 側枠
DESCRIPTION OF SYMBOLS 1 Fall prevention device 10 for underground structures 11 Receiving frame 11 Inner peripheral surface 12 Stopper 13 Attachment part 14 Support bearing part 20 Fall prevention ladder 21 Support shaft 22 Protruding end part 23 Engagement part 231 Tapered surface 24 Elastic body 25 Ladder frame 26 Long hole 29 Side frame 39 Side frame

Claims (5)

地下構造物用蓋を載置可能な受枠と、
基端側に支軸を備え、前記支軸の周りに起伏可能に前記受枠に枢設された転落防止用梯子と、を備えた地下構造物用転落防止装置であって、
前記受枠は、内周面にストッパが突設され、
前記転落防止用梯子は、前記支軸の軸方向にスライド可能であり、倒伏状態で前記ストッパの上面で支持される突端部と、前記突端部の下方にて前記ストッパの下面と係合する係合部とを先端側に備え、弾性体の付勢力によって前記係合が保持され、起立させる際には、前記付勢力に抗する方向にスライドすることにより前記係合を解除可能としたことを特徴とする地下構造物用転落防止装置。
A receiving frame on which a lid for an underground structure can be placed;
A fall prevention device for an underground structure comprising a support shaft on the base end side, and a fall prevention ladder pivotally provided on the receiving frame so as to be able to undulate around the support shaft,
The receiving frame has a stopper projecting on the inner peripheral surface,
The fall prevention ladder is slidable in the axial direction of the support shaft, and engages with a projecting end portion supported by the upper surface of the stopper in a lying state and a lower surface of the stopper below the projecting end portion. The engagement portion is held by the urging force of the elastic body, and when erected, the engagement can be released by sliding in a direction against the urging force. A fall prevention device for underground structures.
前記係合部の下部にテーパ面が形成され、
前記転落防止用梯子は、倒伏する際に、前記テーパ面が前記ストッパに接触摺動する接触力により前記付勢力に抗する方向にスライドし、前記係合部が前記ストッパを通過して倒伏が完了したときに前記係合部が前記ストッパと係合することを特徴とする請求項1に記載の地下構造物用転落防止装置。
A tapered surface is formed at the lower portion of the engaging portion,
When the fall prevention ladder falls down, the taper surface slides in a direction against the urging force by a contact force that contacts and slides against the stopper, and the engagement portion passes through the stopper and falls down. 2. The fall prevention device for an underground structure according to claim 1, wherein the engaging portion engages with the stopper when completed.
前記転落防止用梯子の梯子枠は、基端側に長孔が長手方向に形成され、
前記長孔には、前記支軸が挿通され、
前記支軸は、前記受枠の内周面に張り出して形成された取付部に設けられた支軸受部によって前記取付部より低い位置で軸承され、
前記転落防止用梯子を立てたとき、前記取付部の側に傾斜し、前記梯子枠が前記取付部に当接して降下し、
前記梯子枠の当接側の面と前記長孔との間隔は、前記梯子枠の先端側に向かって連続的に広がっており、
前記梯子枠が前記支軸と前記支軸受部下部との間に楔効果により挟持されて前記転落防止用梯子の起立状態が保持され、
前記転落防止用梯子は、倒伏させる際には、前記支軸が前記長孔の基端側の端に位置する状態に上げることにより、倒伏方向に回動可能となることを特徴とする請求項1又は請求項2に記載の地下構造物用転落防止装置。
In the ladder frame of the fall prevention ladder, a long hole is formed in the longitudinal direction on the base end side,
The support shaft is inserted into the elongated hole,
The support shaft is supported at a position lower than the attachment portion by a support bearing portion provided in an attachment portion formed to protrude from the inner peripheral surface of the receiving frame,
When the fall prevention ladder is set up, it is inclined toward the mounting portion, and the ladder frame is lowered in contact with the mounting portion,
The interval between the surface on the contact side of the ladder frame and the long hole continuously extends toward the tip side of the ladder frame,
The ladder frame is sandwiched between the support shaft and the lower portion of the support bearing portion by a wedge effect to maintain the standing state of the fall prevention ladder,
The fall prevention ladder can be rotated in a fall direction by raising the support shaft to a state of being located at an end on a proximal end side of the long hole when lying down. The fall prevention device for underground structures according to claim 1 or claim 2.
前記弾性体は、前記支軸受部に一端が押接し、前記支軸を付勢するスプリングであることを特徴とする請求項3に記載の地下構造物用転落防止装置。   The fall prevention device for an underground structure according to claim 3, wherein the elastic body is a spring whose one end is pressed against the support bearing portion and biases the support shaft. 前記転落防止用梯子は、前記梯子枠にさらに側枠が外側方に張り出して並設されていることを特徴とする請求項3又は請求項4に記載の地下構造物用転落防止装置。   5. The fall prevention device for an underground structure according to claim 3, wherein the fall prevention ladder has a side frame further jutting out outward from the ladder frame.
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KR102564278B1 (en) * 2023-01-12 2023-08-09 (주)호남스마트코리아 safety cover of manhole for preventing safety accident

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Publication number Priority date Publication date Assignee Title
CN109056829A (en) * 2018-08-30 2018-12-21 成都知融智创知识产权运营有限公司 Anti-falling safe Manhole cover assembly
CN109056829B (en) * 2018-08-30 2019-07-30 成都知融智创知识产权运营有限公司 Anti-falling safe Manhole cover assembly

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