JP2000345575A - Falling preventing tool for rubble or the like - Google Patents

Falling preventing tool for rubble or the like

Info

Publication number
JP2000345575A
JP2000345575A JP11156487A JP15648799A JP2000345575A JP 2000345575 A JP2000345575 A JP 2000345575A JP 11156487 A JP11156487 A JP 11156487A JP 15648799 A JP15648799 A JP 15648799A JP 2000345575 A JP2000345575 A JP 2000345575A
Authority
JP
Japan
Prior art keywords
holding frame
frame
falling
rubble
holding
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
JP11156487A
Other languages
Japanese (ja)
Inventor
Masaru Kimura
勝 木村
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SENSHIN KOGYO KK
Original Assignee
SENSHIN KOGYO KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by SENSHIN KOGYO KK filed Critical SENSHIN KOGYO KK
Priority to JP11156487A priority Critical patent/JP2000345575A/en
Publication of JP2000345575A publication Critical patent/JP2000345575A/en
Withdrawn legal-status Critical Current

Links

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent rubbles from falling to a sewage or the like in the case of the replacing works of a holding frame for a cover for a manhole, and to eliminate the need for pick-up works accompanied by a danger. SOLUTION: The falling preventive tool 1 for rubbles or the like used for the replacing works of a holding frame for a cover executed to a manhole has a suspended frame body 3, in which diametral size can be changed and which is inserted to the holding frame, a fallen-object housing section 4 in which an upper opening end section 4a is arranged along the suspended frame body and a fallen object 12 is housed, using the suspended frame body side as a housing port and a supporter 2 being installed to a ground surface, holding the fallen-object housing section through connecting members 5 and preventing the falling of the housing section.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、マンホール用蓋の
保持枠の交換時に瓦礫等が地下通路に落下するのを防止
し得る瓦礫等の落下防止用具に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a tool for preventing rubble and the like from falling into an underground passage when replacing a holding frame for a manhole cover.

【0002】[0002]

【従来の技術】下水道や共同溝には、地上に開口を生じ
させるためのマンホールが設置されている。このマンホ
ールは、円盤状で金属製の蓋を保持する金属製の保持枠
を、例えば、下水道に通じる縦穴の上部開口に配置して
埋設し、この保持枠に蓋を施蓋した状態で地表面と蓋と
が面一になるようにしてある。
2. Description of the Related Art Manholes for forming openings on the ground are installed in sewers and common ditches. This manhole is a disk-shaped metal holding frame that holds a metal lid, for example, placed and buried in the upper opening of a vertical hole that leads to the sewer, and the ground surface is covered with this lid covered. And the lid are flush.

【0003】このようなマンホールが道路上に設けられ
ていると、車両の通過により保持枠が強い振動を受け
る。この振動が頻繁に加えられた場合、保持枠が損傷を
受けたり、振動が著しいと一部が損壊することもある。
When such a manhole is provided on a road, the holding frame receives a strong vibration when the vehicle passes. If this vibration is applied frequently, the holding frame may be damaged, and if the vibration is remarkable, a part thereof may be damaged.

【0004】すると、地表面とマンホールとの間に間隙
が生じたり保持枠自体がガタツキ、やがて略偏平の蓋が
傾斜する状態も生じる。このような状況になると、道路
が陥没したり凹凸面となっており、車両の通行に支障を
来すのは勿論、交通事故を惹起する危険性もあった。
[0004] Then, a gap may be formed between the ground surface and the manhole, the holding frame itself may rattle, and a substantially flat lid may eventually tilt. In such a situation, the road is depressed or has an uneven surface, which not only hinders the traffic of the vehicle but also has a risk of causing a traffic accident.

【0005】そこで、この問題を回避するために、マン
ホールの保持枠が定期的にあるいは随時に取り換えられ
ているが、この交換作業においては蓋を外した保持枠の
外周部分を縦穴に沿って掘り下げ保持枠全体を露出させ
る。そして、この保持枠を外した後に新しいものを設置
し、再び掘削土で埋設するようにしている。
In order to avoid this problem, the holding frame of the manhole is replaced regularly or at any time. In this replacement work, the outer peripheral portion of the holding frame with the cover removed is dug down along the vertical hole. Expose the entire holding frame. Then, after removing the holding frame, a new one is installed and buried again with excavated soil.

【0006】[0006]

【発明が解決しようとする課題】しかし、このようにマ
ンホールの保持枠を取り換えるときは、縦穴に沿って保
持枠の外周を掘り下げてゆく必要があるため、掘削作業
中に生じた瓦礫が縦穴内によく落下する。また、作業者
がポケットに収容していた手帳や携帯電話等を落とすこ
ともある。
However, when the manhole holding frame is replaced in this way, it is necessary to dig down the outer periphery of the holding frame along the vertical hole, so that rubble generated during the excavation work may be removed from the vertical hole. Fall well. In addition, the operator sometimes drops a notebook, a mobile phone, or the like stored in the pocket.

【0007】瓦礫のような落下物は、下水道内に放置し
ておくと下水詰まりの原因になるため、作業が終了した
後には拾うように義務付けられている場合が多い。しか
し、下水道等は地中深く設けられているうえ、汚物が通
過することから、酸素が少なく人体に有害なガスが発生
していることがある。
[0007] Falling objects such as rubble may cause clogging of the sewage if left in the sewerage system, and are often required to be picked up after work is completed. However, sewers and the like are provided deep underground, and because of the passage of dirt, there is a case where oxygen is low and gas harmful to the human body is generated.

【0008】作業員がこれに気づかず下水道内に入る
と、酸欠やガス中毒による人身事故を招くことがあり、
この害を避けるために酸素マスクおよびガスマスク等を
用意し、必要に応じてこれらを装着して作業を行わなけ
ればならず、時には酸素供給装置も準備しなければなら
ない等の面倒があった。
[0008] If the worker enters the sewer without noticing this, it may cause personal injury due to lack of oxygen or gas poisoning.
In order to avoid this harm, an oxygen mask, a gas mask, and the like must be prepared, and the work must be performed with these masks attached as necessary, and sometimes an oxygen supply device must be prepared, which is troublesome.

【0009】本発明は、上記課題に鑑みてなされたもの
で、マンホール用蓋の保持枠の取り換え作業時に瓦礫等
が下水道に落下するのを防止し、危険を伴う拾い上げ作
業を不要とし得る瓦礫等の落下防止用具を提供すること
を目的としている。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned problems, and prevents rubble and the like from falling into a sewer during replacement work of a holding frame for a manhole cover, and can eliminate dangerous picking-up work and the like. An object of the present invention is to provide a fall prevention tool.

【0010】なお、本件発明者は先に、上記課題を解決
するため、本件発明の基本発明たる瓦礫等の落下防止用
具を発明し、既に特許出願を済ませている(特願平11
−13552号)。但し、この先の出願に係る発明で
は、保持枠ないしコンクリートパイルの内周面と、吊下
枠体(落下物収容部の開口部)との間に隙間があいて、
その隙間から瓦礫等が落下することがあったので、これ
を防止することも本件発明では目的としている。
In order to solve the above-mentioned problems, the inventor of the present invention invented a device for preventing falling of rubble and the like, which is a basic invention of the present invention, and has already filed a patent application (Japanese Patent Application No. Hei 11 (1999)).
No. 13552). However, in the invention according to the earlier application, there is a gap between the inner peripheral surface of the holding frame or the concrete pile and the suspension frame (the opening of the falling object storage unit),
The present invention aims to prevent rubble and the like from falling from the gap in some cases.

【0011】[0011]

【課題を解決するための手段】本発明の瓦礫等の落下防
止用具は、マンホールに施蓋される蓋の保持枠を取り換
える作業に用いられるものである。そして、本発明の瓦
礫等の落下防止用具は、前記目的を達成するため、以下
の構成を備えたことを特徴とする。
The tool for preventing falling of rubble and the like according to the present invention is used for replacing a holding frame of a lid covered on a manhole. The tool for preventing falling of rubble and the like according to the present invention has the following configuration to achieve the above object.

【0012】(1)直径寸法が可変可能とされ、前記保
持枠に挿入される吊下枠体。なお、好ましくは、この支
持体は、保持枠の内径よりも大径の環状枠体とされてな
る。 (2)吊下枠体に沿って上方開口端部が配置され、吊下
枠体側を収容口として落下物を収容する落下物収容部。
なお、好ましくは、この落下物収容部は、袋状ないしか
ご状の網籠からなる。 (3)地表面に設置され、連結部材を介して落下物収容
部を保持して、その落下を阻止する支持体。なお、好ま
しくは、この吊下枠体は、板バネが略円環状に湾曲形成
されてなると共に、その板バネの両端部同士が略重合さ
れつつ任意の箇所で位置決め可能に構成されてなる。
(1) A hanging frame body whose diameter dimension is variable and which is inserted into the holding frame. Preferably, the support is an annular frame having a diameter larger than the inner diameter of the holding frame. (2) A fallen object storage section in which an upper open end is arranged along the suspension frame body and which stores a fallen object using the suspension frame side as an accommodation port.
Preferably, the fallen object storage section is formed of a bag-shaped or basket-shaped net basket. (3) A support that is installed on the ground surface and holds the fallen object storage section via a connecting member to prevent the fallen object from falling. Preferably, the suspension frame body is configured such that a leaf spring is formed into a substantially annular curved shape, and that both ends of the leaf spring can be positioned at an arbitrary position while being substantially overlapped with each other.

【0013】[0013]

【発明の実施の形態】以下、本発明の実施の形態につい
て、図示例を参照しながら説明する。図1は、本発明の
実施の形態に係る瓦礫等の落下防止用具1を示す斜視図
である。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a perspective view showing a fall prevention tool 1 for rubble and the like according to an embodiment of the present invention.

【0014】この落下防止用具1は、図4に示す道路上
のマンホール6に施蓋される蓋の保持枠7を取り換える
作業等に用いられ、支持体(環状枠体)2、吊下枠体
3、落下物収容部(網籠)4および連結部材(鎖)5を
備えて構成されている。なお、図2は、吊下枠体3と落
下物収容部4とを示す斜視分解図であり、図3は、その
組立状態の部分縦断面図である。
The drop prevention tool 1 is used for replacing a holding frame 7 of a lid covered on a manhole 6 on a road shown in FIG. 4 and the like, and includes a support (annular frame) 2 and a suspension frame. 3, a falling object storage unit (mesh basket) 4 and a connecting member (chain) 5. FIG. 2 is an exploded perspective view showing the hanging frame 3 and the fallen object container 4, and FIG. 3 is a partial longitudinal sectional view of the assembled state.

【0015】支持体2は、地表面に設置されて、連結部
材5を介して落下物収容部4を縦穴8の上部に保持す
る。この実施例の支持体2は環状枠体からなり、その外
径を保持枠7の内径よりも十分大きくすることにより、
環状枠体2が保持枠7を通過して、落下防止用具1が縦
穴8に落下するのを阻止している。
The support 2 is installed on the ground surface, and holds the fallen object container 4 above the vertical hole 8 via the connecting member 5. The support 2 of this embodiment is formed of an annular frame, and its outer diameter is made sufficiently larger than the inner diameter of the holding frame 7 so that
The annular frame body 2 passes through the holding frame 7 and prevents the fall prevention device 1 from falling into the vertical hole 8.

【0016】図示例の環状枠体2は、円形環状で高強度
の金属パイプ等により形成されている。環状枠体2は、
外径を保持枠7の最大外径よりも相当に大きくしてあ
り、地表面10に置いたとき保持枠7を含む掘削領域を
充分に囲えるようになっている。なお、環状枠体2の外
周面の径方向内側部には、周方向に等間隔をあけて4箇
所に、連結部材5の一端部5aを連結するための掛止金
具2aが溶接されている。
The annular frame 2 in the illustrated example is made of a circular annular high-strength metal pipe or the like. The annular frame 2 is
The outer diameter is made considerably larger than the maximum outer diameter of the holding frame 7 so that when placed on the ground surface 10, the excavation area including the holding frame 7 can be sufficiently surrounded. At four radially inner portions of the outer peripheral surface of the annular frame 2 at equal intervals in the circumferential direction, metal fittings 2a for connecting one end 5a of the connecting member 5 are welded. .

【0017】吊下枠体3は、上方に開口した袋状ないし
かご状の網籠4の上方開口端部4aを保持して、落下物
収容部4の開口部を構成する。吊下枠体3は、その直径
寸法が可変可能に構成されている。これにより、縮径時
には、その外径が保持枠7の内周面に形成された蓋受部
7cの内径よりもやや小さくなるよう構成され、保持枠
7の長さ方向に沿って吊下枠体3及び落下物収容部4を
支障なく挿入可能とされている。一方、拡径時には、保
持枠7の内周面或いはコンクリートパイル9の内周面に
略当接するよう、保持枠7等の内周面に沿って落下物収
容部4の開口部4aを配置することができるよう構成さ
れている。
The hanging frame 3 holds the upper open end 4a of the bag-like squirrel cage 4 which is open upward, and forms an opening of the fallen object container 4. The diameter of the suspension frame 3 is variable. Thereby, when the diameter is reduced, the outer diameter is configured to be slightly smaller than the inner diameter of the lid receiving portion 7c formed on the inner peripheral surface of the holding frame 7, and the hanging frame is extended along the length direction of the holding frame 7. The body 3 and the fallen object container 4 can be inserted without any trouble. On the other hand, when the diameter is expanded, the opening 4a of the fallen object container 4 is arranged along the inner peripheral surface of the holding frame 7 or the like so as to substantially contact the inner peripheral surface of the holding frame 7 or the inner peripheral surface of the concrete pile 9. It is configured to be able to.

【0018】この実施例の吊下枠体3は、細長い帯状の
板バネが略円環状に湾曲形成されてなり、その両端部3
b,3c同士を略重合しつつ、任意の箇所で位置決め可
能に構成してなる。図示例では、板バネの両端部3b,
3cには、それぞれ略矩形状の操作片3d,3eが固定
されると共に、各操作片3d,3eには他方の操作片3
e,3d側の板バネの端部3c,3bが摺動可能に挿通
されている。つまり、板バネの一端部3bに固定された
操作片3dには、板バネの他端部3cが移動可能に挿通
されており、板バネの他端部3cに固定された操作片3
eには、板バネの一端部3bが移動可能に挿通されてい
る。
The suspension frame 3 of this embodiment is formed by forming an elongated strip-shaped leaf spring into a substantially annular curved shape.
The b and 3c are configured so as to be positioned at an arbitrary position while substantially overlapping each other. In the illustrated example, both ends 3b,
A substantially rectangular operation piece 3d, 3e is fixed to 3c, and the other operation piece 3 is attached to each operation piece 3d, 3e.
The ends 3c and 3b of the leaf springs on the sides e and 3d are slidably inserted. In other words, the other end 3c of the leaf spring is movably inserted into the operation piece 3d fixed to the one end 3b of the leaf spring, and the operation piece 3 fixed to the other end 3c of the leaf spring.
One end 3b of a leaf spring is movably inserted into e.

【0019】これにより、各操作片3d,3e間には、
板バネの両端部3b,3cが略重合されて配置されるこ
とになる。そして、各操作片3d,3eは、周方向に沿
って移動させることができ、且つ任意の位置で止めるこ
とができる。よって、板バネの両端部3b,3cの略重
合部分の長さを変えることができ、吊下枠体3ひいては
落下物収容部4の開口部4aの直径を変化させることが
できる。
Thus, between the operation pieces 3d and 3e,
Both end portions 3b and 3c of the leaf spring are arranged so as to be substantially overlapped. Each of the operation pieces 3d and 3e can be moved in the circumferential direction and can be stopped at an arbitrary position. Therefore, the length of the substantially overlapping portion of both ends 3b and 3c of the leaf spring can be changed, and the diameter of the hanging frame 3 and thus the diameter of the opening 4a of the fallen object container 4 can be changed.

【0020】なお、図示例の吊下枠体3では、板バネの
上端部に、周方向に等間隔で4箇所に掛止金具3aが一
体的に設けられている。図2では、径方向内側に延びて
略矩形片が設けられ、その略矩形片に上下方向に丸穴が
貫通形成されてなる。
In the suspension frame 3 of the illustrated example, latches 3a are integrally provided at four positions at equal intervals in the circumferential direction at the upper end of the leaf spring. In FIG. 2, a substantially rectangular piece is provided extending inward in the radial direction, and a round hole is formed through the substantially rectangular piece in the vertical direction.

【0021】落下物収容部4は、本例では有底の袋状な
いしかご状のネットを用いた網籠であり、化学繊維、金
属、麻、等といった材料にて形成されている。網籠4
は、柔軟で折畳み容易な素材で形成されるのがよい。こ
の網籠4は、開口部分4aを前記吊下枠体3に巻回して
固定するか、バインドにより結び付けて一体化する。
In the present embodiment, the fallen object storage unit 4 is a net basket using a bottomed bag-like sagger-shaped net, and is formed of a material such as chemical fiber, metal, hemp, or the like. Net basket 4
Is preferably made of a flexible and easily foldable material. The mesh basket 4 is formed by winding the opening portion 4a around the suspension frame 3 and fixing it, or by binding it together to integrate it.

【0022】図示例では、網籠4の開口端部付近の周方
向所要箇所の上下方向対応位置に、それぞれ互いに係脱
可能に接合する面状ファスナ4c,4dを設けている。
これにより、網籠4の上端部を下方に折り返し、この折
り返し部に吊下枠体3を配置して、網籠4の折り返し部
の端部に設けた面状ファスナの一片4cを、それに対応
して網籠4に設けられた面状ファスナの他片4dに接合
して、吊下枠体3に網籠4を取り付けることができる。
In the illustrated example, planar fasteners 4c and 4d which are detachably joined to each other are provided at positions corresponding to the vertical direction at required circumferential positions near the opening end of the mesh basket 4.
As a result, the upper end of the mesh basket 4 is folded downward, the hanging frame 3 is disposed at the folded portion, and the piece 4c of the planar fastener provided at the end of the folded portion of the mesh basket 4 is correspondingly formed. Then, the mesh basket 4 can be attached to the suspension frame 3 by being joined to the other piece 4d of the planar fastener provided on the mesh basket 4.

【0023】これにより、吊下枠体3と網籠4との間に
隙間をあけることなく、吊下枠体3に網籠4が吊り下げ
られ、円形環状の吊下枠体3側が落下物の収容開口4a
となる。なお、開口部分4aから底部4bまでの網籠4
の深さは、落下物の収容容量に応じて適当な長さとなる
ように設定する。
As a result, the net basket 4 is suspended from the hanging frame 3 without leaving a gap between the hanging frame 3 and the net basket 4, and the circular ring-shaped hanging frame 3 side drops the falling object. Accommodation opening 4a
Becomes The mesh basket 4 from the opening 4a to the bottom 4b
Is set to have an appropriate length in accordance with the storage capacity of falling objects.

【0024】このように形成された網籠4は、連結部材
5により前記環状枠体2へ連結される。この実施例の連
結部材5は、鉄製の鎖からなる。図示例では4本の鎖5
を用いており、各一端5aを環状枠体2の掛止金具2a
に、各他端5bを吊下枠体3の掛止金具3aにそれぞれ
強固に掛止してある。
The net basket 4 thus formed is connected to the annular frame 2 by a connecting member 5. The connecting member 5 of this embodiment is made of an iron chain. In the illustrated example, four chains 5
And each end 5a is connected to a latch 2a of the annular frame 2.
The other end 5b is firmly hooked to the hook 3a of the suspension frame 3.

【0025】なお、吊下枠体3に掛止金具3aを設けな
いで、連結部材(鎖)5の下端部の環状体に吊下枠体
(板バネ)3を通して、連結部材5と吊下枠体3とを連
結してもよい。また、鎖5の長さは、環状枠体2を地表
面10に置き、網籠4を縦穴8内に入れて吊下状態にし
たとき、この網籠4で瓦礫12を含む落下物を漏らさず
に収容可能な深さとなるよう設定してある。
It is to be noted that the hanging member 3 is not provided with the hook 3a, but the ring member at the lower end of the connecting member (chain) 5 is passed through the hanging frame (leaf spring) 3 so that the connecting member 5 and the hanging member 3 are suspended. The frame 3 may be connected. The length of the chain 5 is such that when the annular frame 2 is placed on the ground surface 10 and the basket 4 is put in the vertical hole 8 and suspended, the falling objects including the rubble 12 are leaked by the basket 4. It is set to be a depth that can be accommodated without any.

【0026】マンホール6は、図4に示す道路の地表面
10から図示省略した下水道まで延びる縦穴8の上部開
口に設置される保持枠7と、この保持枠7に保持されて
その開口部7aを施蓋する図示省略の蓋とからなり、そ
れぞれが高剛性の金属により形成されている。
The manhole 6 has a holding frame 7 installed at an upper opening of a vertical hole 8 extending from the ground surface 10 of the road shown in FIG. 4 to a sewer not shown, and an opening 7 a held by the holding frame 7. It consists of lids (not shown) for covering, each of which is formed of a highly rigid metal.

【0027】なお、保持枠7は、略短円筒状で、開口部
7aの外周縁に外方へ延出して鍔状の張出部7bが形成
される一方、内周面に段差を生じさせて蓋受部7cが形
成されており、この蓋受部7cに蓋の下端部が載置され
る。
The holding frame 7 has a substantially short cylindrical shape, and extends outward at the outer peripheral edge of the opening 7a to form a flange-shaped overhang 7b, while causing a step on the inner peripheral surface. A lid receiving portion 7c is formed, and a lower end portion of the lid is placed on the lid receiving portion 7c.

【0028】また、保持枠7は、下端7e側の外周面に
も段差を生じさせて連結部7dが形成されており、この
連結部7dを縦穴8の一部をなすコンクリートパイル9
の上端部9aに嵌挿して載置し、このコンクリートパイ
ル9に保持枠7を連結した状態で保持枠7全体を地中1
1に埋設するようになっている。
The holding frame 7 is also provided with a connecting portion 7d by forming a step on the outer peripheral surface on the lower end 7e side, and the connecting portion 7d is connected to a concrete pile 9 forming a part of the vertical hole 8.
The concrete holding frame 7 is connected to the concrete pile 9 and the entire holding frame 7 is placed underground 1 with the holding frame 7 connected thereto.
1 to be buried.

【0029】このように形成されたマンホール6は、道
路上に設けられていると損傷し易いために保持枠7を新
品と交換する必要がある。この保持枠7の交換作業は、
道路の地表面10から縦穴8に沿って地中11を掘削す
るが、この掘削作業時に前記落下防止用具1を用いる。
Since the manhole 6 thus formed is easily damaged when provided on a road, it is necessary to replace the holding frame 7 with a new one. The replacement work of the holding frame 7
The underground 11 is excavated along the vertical hole 8 from the ground surface 10 of the road, and the fall prevention tool 1 is used during this excavation operation.

【0030】次に、マンホールの交換作業について説明
する。図4から図9は、マンホールの交換作業時の状態
を示す概略断面図であり、図4、図6、図8、図9と時
系列的に示している。なお、図5は、図4の状態におけ
る横断面図、図7は、図6の状態における横断面図であ
る。
Next, the replacement operation of the manhole will be described. FIGS. 4 to 9 are schematic cross-sectional views showing the state during the manhole replacement work, and are shown in chronological order in FIGS. 4, 6, 8, and 9. FIG. 5 is a cross-sectional view in the state of FIG. 4, and FIG. 7 is a cross-sectional view in the state of FIG.

【0031】まず、作業員が交換しようとするマンホー
ル6の蓋をあけて保持枠7より取り外しておく。つぎ
に、図4に示すように、保持枠7の開口部7aから落下
物収容具1の網籠4をマンホール6内に挿入する。この
際、吊下枠体3は、その板バネの両端部3b,3cに設
けられた操作片3d,3eを互いに離間する方向に移動
させることで、板バネの両端部3b,3cの重合部分を
多くして、縮径させている。なお、吊下枠体3の直径の
調整時には、操作片3d,3e近辺の網籠4の面状ファ
スナ4c,4dを一時的に外すことにより行うことがで
きる。
First, an operator opens the manhole 6 to be replaced and removes it from the holding frame 7. Next, as shown in FIG. 4, the net basket 4 of the falling object container 1 is inserted into the manhole 6 from the opening 7 a of the holding frame 7. At this time, the suspension frame 3 moves the operation pieces 3d and 3e provided at both ends 3b and 3c of the leaf spring in a direction away from each other, so that the overlapping portion of both ends 3b and 3c of the leaf spring is formed. To increase the diameter. The diameter of the suspension frame 3 can be adjusted by temporarily removing the planar fasteners 4c and 4d of the mesh basket 4 near the operation pieces 3d and 3e.

【0032】環状枠体2を保持枠7のまわりの地表面1
0に置き、各鎖5を把持して網籠4を縦穴8内に降ろし
てゆき、鎖5に弛みがなくなって伸長すると、図4に示
すように、保持枠7の下方(縦穴8の上方)に網籠4が
位置し、水平状態に吊り下げられる。
The annular frame 2 is placed on the ground surface 1 around the holding frame 7.
0, the chains 5 are gripped, the mesh basket 4 is lowered into the vertical holes 8, and the chains 5 are stretched without slack. As shown in FIG. The basket 4 is located at () and is suspended in a horizontal state.

【0033】そして、図6及び図7に示すように、吊下
枠体3の板バネの両端部3b,3cに設けた操作片3
d,3eを操作して、吊下枠体3が保持枠7ないしコン
クリートパイル9の内周面に略当接する位置まで、吊下
枠体3の直径を大きくする。つまり、板バネの両端部3
b,3cに設けられた操作片3d,3eを互いに近接す
る方向に移動させることで、板バネの両端部3b,3c
の重合部分を少なくして、拡径させる。これにより、保
持枠7ないしコンクリートパイル9の内周面に沿って落
下物収容部4の開口部4aを配置することができ、両者
7(9),4(4a)の間に隙間ができないので、全て
の落下物12を確実に落下物収容部4に入れることがで
きる。
As shown in FIGS. 6 and 7, the operation pieces 3 provided on both ends 3b and 3c of the leaf spring of the suspension frame 3 are provided.
By operating d and 3e, the diameter of the suspension frame 3 is increased to a position where the suspension frame 3 is substantially in contact with the inner peripheral surface of the holding frame 7 or the concrete pile 9. That is, both ends 3 of the leaf spring
By moving the operation pieces 3d and 3e provided on the b and 3c in directions approaching each other, both ends 3b and 3c of the leaf spring are moved.
The polymerized portion is reduced to increase the diameter. Thereby, the opening 4a of the fallen object storage unit 4 can be arranged along the inner peripheral surface of the holding frame 7 or the concrete pile 9, and there is no gap between the two 7 (9) and 4 (4a). Thus, all of the falling objects 12 can be surely put into the falling object storage unit 4.

【0034】続いて、保持枠7周囲の地表面10から掘
削作業を始める。この掘削は、通常、高圧の圧縮空気を
利用する削岩機を用い、図8に示す如く保持枠7の長さ
方向に沿って掘り進める。
Subsequently, excavation work is started from the ground surface 10 around the holding frame 7. In this excavation, a rock drill utilizing high-pressure compressed air is usually used to excavate along the length direction of the holding frame 7 as shown in FIG.

【0035】この掘削時は、削岩機で保持枠7周囲の固
い地表面10や表層部分を順次砕いてゆくが、この際、
環状枠体2は保持枠7よりも相当に大きい外径であり、
且つ地表面10には単に置いてあるだけで自在に移動で
きるから、環状枠体2が作業を妨げることはなく、また
環状枠体2が掘削中に生じる窪みに入りこむこともな
い。よって、縦穴8内の網籠4が常時、ほぼ水平状態に
保たれる。
At the time of this excavation, the rock surface drill crushes the solid ground surface 10 and the surface layer around the holding frame 7 one by one.
The annular frame 2 has an outer diameter considerably larger than the holding frame 7,
In addition, since it can be freely moved just by being placed on the ground surface 10, the annular frame 2 does not hinder the work, and the annular frame 2 does not enter into the pit generated during excavation. Therefore, the net basket 4 in the vertical hole 8 is always kept almost horizontal.

【0036】ところで、削岩機で固い地表面10や地中
11を掘削するとき、アスファルトやコンクリートの砕
片からなる瓦礫12が飛散したり、保持枠7の外側へ掘
削土を除ける際に縦穴8内へ落下しても、その殆ど全て
が網籠4内に収容される。
When excavating a hard ground surface 10 or underground 11 with a rock drill, debris 12 made of asphalt or concrete debris may be scattered, or a vertical hole 8 may be used to remove excavated soil outside the holding frame 7. Even if it falls inside, almost all of it is accommodated in the net basket 4.

【0037】また、作業員が手帳や工具等を落とすこと
があっても、これらは全て網籠4に受け止められる。さ
らに、網籠4の上部開口部4aが、保持枠7とコンクリ
ートパイル9との連結部よりも下方に位置するよう配置
しておけば、その連結部(図示例ではコンクリートパイ
ル9の上端9a)が見える程度まで掘削が進んで、土や
瓦礫12が連結部の隙間から縦穴8内に落ち込んでも、
それらが網籠4に収容されて下水道内に落下することは
ない。
Further, even if the operator drops a notebook, tools, etc., all of them are received by the net basket 4. Furthermore, if the upper opening 4a of the mesh basket 4 is arranged below the connecting portion between the holding frame 7 and the concrete pile 9, the connecting portion (the upper end 9a of the concrete pile 9 in the illustrated example). Excavation progresses to the extent that can be seen, and even if soil or rubble 12 falls into the vertical hole 8 from the gap of the connection part,
They are not contained in the net basket 4 and fall into the sewer.

【0038】そして、保持枠7とコンクリートパイル9
との連結部が地表面10からよく見える程度の掘削領域
11aが生じ、掘削作業が終了すると、落下防止用具1
の網籠4を縦穴8内より引き上げて底部4bに溜まった
土や瓦礫12等を捨てておく。なお、網籠4の引き上げ
時には、吊下枠体3の直径を予め適宜縮径させておく。
Then, the holding frame 7 and the concrete pile 9
When the excavation operation is completed, an excavation area 11a is formed such that the connection portion with the ground can be clearly seen from the ground surface 10.
The basket 4 is pulled out of the vertical hole 8 and the soil and rubble 12 accumulated at the bottom 4b are discarded. When pulling up the net cage 4, the diameter of the suspension frame 3 is appropriately reduced in advance.

【0039】この後、保持枠7を縦穴8から外すと、図
9に示すように、縦穴8の上部開口が大きく拡げられ、
掘削領域11aがあることによってコンクリートパイル
9の上端9aが露出する。
Thereafter, when the holding frame 7 is removed from the vertical hole 8, the upper opening of the vertical hole 8 is greatly expanded as shown in FIG.
Excavation area 11a exposes upper end 9a of concrete pile 9.

【0040】そして、新しい保持枠7をコンクリートパ
イル9の上端9aに載置して連結し、この保持枠7の周
囲に土を埋めて固めた後、アスファルトまたはコンクリ
ートで覆う。そして、保持枠7に蓋を施蓋すると、一連
の保持枠7の交換作業が終了する。
Then, the new holding frame 7 is placed on the upper end 9a of the concrete pile 9 and connected, and after the soil is buried around the holding frame 7 and hardened, it is covered with asphalt or concrete. Then, when the lid is put on the holding frame 7, a series of replacement work of the holding frame 7 is completed.

【0041】[0041]

【発明の効果】以上詳述したように、本発明の瓦礫等の
落下防止用具によれば、マンホールに施蓋される蓋の保
持枠を取り換える作業時に、落下物収容部を保持枠側か
ら下水道等に連通する縦穴に挿入すると、地表面に配置
された支持体に連結部材を介して落下物収容部が保持さ
れて、落下物収容部が縦穴の中途に位置する。よって、
保持枠周囲を掘削するときに縦穴内に落ち込む瓦礫や掘
削土等が落下物収容部に収容されて下水道内に落下する
のが防止される。
As described above in detail, according to the tool for preventing falling of rubble and the like of the present invention, when replacing the holding frame of the lid covered on the manhole, the fallen object storage portion is moved from the holding frame side to the sewer. When inserted into a vertical hole communicating with the like, the fallen object storage portion is held via a connecting member by a support disposed on the ground surface, and the fallen object storage portion is positioned halfway through the vertical hole. Therefore,
When excavating around the holding frame, rubble, excavated soil, and the like that fall into the vertical hole are stored in the fallen object storage unit and are prevented from falling into the sewer.

【0042】しかも、吊下枠体の直径寸法を可変可能と
することで、落下物収容部を縦穴に挿入した後、吊下枠
体の径を広げて、保持枠ないし縦穴の内周面に沿わせる
ことができ、保持枠等の内周面と落下物収容部の上部開
口部との間の隙間から瓦礫等が縦穴に落下するのも防止
される。
Moreover, by making the diameter of the suspension frame variable, the diameter of the suspension frame is increased after the fallen object storage portion is inserted into the vertical hole, and the inner surface of the holding frame or the vertical hole is formed. The rubble and the like can be prevented from dropping into the vertical hole from the gap between the inner peripheral surface of the holding frame and the like and the upper opening of the falling object container.

【0043】このようなことから、従来のように保持枠
の交換時に下水道内へ落下した瓦礫等の異物を詰まり防
止のために拾う必要がなくなるから、酸素が少なく人体
に有害なガスが発生し易い下水道内に入るときの危険が
回避され、また、その危険防止のために特別な安全装備
が不要になるといった効果がある。
Because of this, it is not necessary to pick up foreign matter such as rubble that has fallen into the sewerage during the replacement of the holding frame in order to prevent clogging as in the conventional case. This has the effect of avoiding the danger of easily entering the sewer and eliminating the need for special safety equipment to prevent the danger.

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

【図1】本発明の瓦礫等の落下防止用具の一実施例を示
す斜視図である。
FIG. 1 is a perspective view showing an embodiment of a tool for preventing rubble or the like from falling according to the present invention.

【図2】図1の落下防止用具の吊下枠体と落下物収容部
とを示す斜視分解図である。
FIG. 2 is an exploded perspective view showing a hanging frame and a fallen object container of the fall prevention device of FIG. 1;

【図3】図2の吊下枠体と落下物収容部との組立状態を
示す部分縦断面図である。
FIG. 3 is a partial longitudinal sectional view showing an assembled state of a hanging frame body and a fallen object container of FIG. 2;

【図4】マンホール用蓋の保持枠取り換え作業時に、図
1の落下防止用具をセットする際の状態を示す概略縦断
面図である。
FIG. 4 is a schematic longitudinal sectional view showing a state in which the fall prevention tool of FIG. 1 is set at the time of replacing the holding frame of the manhole cover.

【図5】図4の状態の横断面図である。FIG. 5 is a cross-sectional view of the state of FIG.

【図6】マンホール用蓋の保持枠取り換え作業時に、図
1の落下防止用具をセットした状態を示す概略縦断面図
である。
FIG. 6 is a schematic longitudinal sectional view showing a state in which the fall prevention tool of FIG. 1 is set at the time of replacing the holding frame of the manhole cover.

【図7】図6の状態の横断面図である。FIG. 7 is a cross-sectional view of the state of FIG. 6;

【図8】保持枠取り換え作業時の掘削工程を示す概略縦
断面図である。
FIG. 8 is a schematic vertical sectional view showing an excavation step at the time of holding frame replacement work.

【図9】保持枠を取り外した状態を示す概略縦断面図で
ある。
FIG. 9 is a schematic longitudinal sectional view showing a state where a holding frame is removed.

【符号の説明】[Explanation of symbols]

1 落下防止用具 2 支持体(環状枠体) 3 吊下枠体 3b,3c 板バネの両端部 4 落下物収容部(網籠) 4a 上方開口端部(収容口) 5 連結部材(鎖) 6 マンホール 8 縦穴 7 保持枠 9 コンクリートパイル 10 地表面 12 落下物(瓦礫等) DESCRIPTION OF SYMBOLS 1 Fall prevention tool 2 Support (annular frame) 3 Hanging frame 3b, 3c Both ends of a leaf spring 4 Falling object accommodation part (mesh basket) 4a Upper open end part (accommodation opening) 5 Connecting member (chain) 6 Manhole 8 Vertical hole 7 Holding frame 9 Concrete pile 10 Ground surface 12 Falling object (rubble, etc.)

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 マンホールに施蓋される蓋の保持枠を取
り換える作業に用いられる瓦礫等の落下防止用具であっ
て、 直径寸法が可変可能とされ、前記保持枠に挿入される吊
下枠体と、 この吊下枠体に沿って上方開口端部が配置され、吊下枠
体側を収容口として落下物を収容する落下物収容部と、 地表面に設置され、連結部材を介して落下物収容部を保
持して、その落下を阻止する支持体とを備えたことを特
徴とする瓦礫等の落下防止用具。
A tool for preventing falling of rubble and the like used for replacing a holding frame of a cover to be covered on a manhole, the diameter of the hanging frame being variable, the hanging frame being inserted into the holding frame. An upper opening end portion is arranged along the suspension frame body, and a falling object storage portion for storing a falling object with the suspension frame side as a storage opening; and a falling object installed on the ground surface and connected via a connecting member. A fall prevention tool for rubble and the like, comprising: a support for holding the storage section and preventing the fall thereof.
【請求項2】 前記支持体は、保持枠の内径よりも大径
の環状枠体とされ、 前記落下物収容部は、袋状ないしかご状の網籠からな
り、 前記吊下枠体は、板バネが略円環状に湾曲形成されてな
ると共に、その板バネの両端部同士が略重合されつつ任
意の箇所で位置決め可能に構成されてなることを特徴と
する請求項1記載の瓦礫等の落下防止用具。
2. The support body is an annular frame body having a diameter larger than the inner diameter of a holding frame, the fallen object storage unit is formed of a bag-like ladder-like net basket, and the hanging frame body is 2. The rubble or the like according to claim 1, wherein the leaf spring is formed to be curved in a substantially annular shape, and both ends of the leaf spring can be positioned at an arbitrary position while being substantially overlapped. Fall prevention tool.
JP11156487A 1999-06-03 1999-06-03 Falling preventing tool for rubble or the like Withdrawn JP2000345575A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11156487A JP2000345575A (en) 1999-06-03 1999-06-03 Falling preventing tool for rubble or the like

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11156487A JP2000345575A (en) 1999-06-03 1999-06-03 Falling preventing tool for rubble or the like

Publications (1)

Publication Number Publication Date
JP2000345575A true JP2000345575A (en) 2000-12-12

Family

ID=15628841

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11156487A Withdrawn JP2000345575A (en) 1999-06-03 1999-06-03 Falling preventing tool for rubble or the like

Country Status (1)

Country Link
JP (1) JP2000345575A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101047570B1 (en) * 2009-06-24 2011-07-07 준이앤씨(주) manhole
CN106567409A (en) * 2016-10-27 2017-04-19 沈阳建筑大学 Sewer pipeline well with safety fall-proof measure and design method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101047570B1 (en) * 2009-06-24 2011-07-07 준이앤씨(주) manhole
CN106567409A (en) * 2016-10-27 2017-04-19 沈阳建筑大学 Sewer pipeline well with safety fall-proof measure and design method thereof

Similar Documents

Publication Publication Date Title
US9719240B1 (en) Soil erosion protection device for use with catch basins
KR101907790B1 (en) Sheet file mounting type Auger drill machine and drilling method using the same
JP2000345575A (en) Falling preventing tool for rubble or the like
JP3818519B2 (en) Drilling tool for earth drill
JP2007162435A (en) Underground pile cutting device
JP2007085146A (en) Burying method and burying device of water permeable pipe in rainwater draining system
JP2000212981A (en) Falling prevention device for tiles and pebbles
JP5322829B2 (en) Vertical hole excavation method and hammer grab splash prevention cover
FR2584435A1 (en) Earthworks machine intended particularly for small-scale digging operations
JP5819736B2 (en) Steel pipe pile for excavation
KR100780808B1 (en) System blocking water for interal drainage pipes of manholes
KR20180029506A (en) A Salvage Device of a Crane Bucket
JP3665533B2 (en) Hammer grab cover device
JPH08209686A (en) Pile head processing tool and pile head processing construction method for cast-in-place pile
JPS5824594B2 (en) excavator
JP3374207B2 (en) Hammer club drilling equipment for earth drills
JP4811838B1 (en) Manhole levitation prevention structure and levitation prevention method
JP3793307B2 (en) Sewage inspection port protective lid device
KR102246494B1 (en) Loading guide apparatus for soil sack and loading method of construction using the same
KR101367191B1 (en) Apparatus for casing exclusion and method of casing exclusion using the same
JP3585455B2 (en) Lining board
JP2004162301A (en) Method and apparatus for removing existing pile
JP3355158B2 (en) Bucket input enclosure
JPH11280108A (en) Liquid scattering prevention device for excavator
JPH10159476A (en) Slurry flying curing device for excavator

Legal Events

Date Code Title Description
A300 Withdrawal of application because of no request for examination

Free format text: JAPANESE INTERMEDIATE CODE: A300

Effective date: 20060905