JP2001164856A - Ladder structure - Google Patents

Ladder structure

Info

Publication number
JP2001164856A
JP2001164856A JP34872399A JP34872399A JP2001164856A JP 2001164856 A JP2001164856 A JP 2001164856A JP 34872399 A JP34872399 A JP 34872399A JP 34872399 A JP34872399 A JP 34872399A JP 2001164856 A JP2001164856 A JP 2001164856A
Authority
JP
Japan
Prior art keywords
ladder
shaft
cross beam
serving
ladder structure
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Withdrawn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
JP34872399A
Other languages
Japanese (ja)
Inventor
Hiroshige Yamashita
裕慈 山下
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.)
Kumagai Gumi Co Ltd
Original Assignee
Kumagai Gumi Co Ltd
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 Kumagai Gumi Co Ltd filed Critical Kumagai Gumi Co Ltd
Priority to JP34872399A priority Critical patent/JP2001164856A/en
Publication of JP2001164856A publication Critical patent/JP2001164856A/en
Withdrawn legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E06DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06CLADDERS
    • E06C7/00Component parts, supporting parts, or accessories
    • E06C7/18Devices for preventing persons from falling
    • E06C7/185Devices providing a back support to a person on the ladder, e.g. cages

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Ladders (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a ladder capable of being manufactured easily at an execution site and allowing a worker to ascend or descend it safely. SOLUTION: Single pipes 1, 1, 1 are used as supports, and cross beam members 2 concurrently serving as tread sash bars and protective frames are fixed to the single pipes 1, 1, 1 by clamps 3, 3, 3 at prescribed intervals to form a cage-shaped ladder L.

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】本発明は梯子構造に関するも
のであり、特に施工現場で容易に製作でき、且つ、安全
に昇降できる梯子構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ladder structure, and more particularly to a ladder structure which can be easily manufactured at a construction site and can be safely moved up and down.

【0002】[0002]

【従来の技術】従来、シールド工事の発進立坑等の掘削
時に於ける作業者の昇降は、該立坑の掘削断面が小口径
の場合、既製のアルミ梯子を使用したり、施工現場でア
ングル材及び鉄筋等を加工して製作した梯子を使用して
いた。
2. Description of the Related Art Conventionally, when excavating a vertical shaft or the like in a shield work, when a vertical cross section of the vertical shaft is small, it is necessary to use a ready-made aluminum ladder, or to use an angled material at a construction site. A ladder made by processing rebar and the like was used.

【0003】[0003]

【発明が解決しようとする課題】前記従来の技術は次の
ような問題があった。 1.昇降時に手足を滑らして転落の危険性が高い。 2.掘削バケットと梯子との間の挟まれ事故の危険性が
高い。 3.立坑上部からの落下物による事故の危険性が高い。 4.梯子の固定を怠り、バランスを失い転落の危険性が
高い。 5.梯子の製作に手数が掛かり施工性が悪い。
The above prior art has the following problems. 1. There is a high risk of falling due to slipping of limbs when going up and down. 2. There is a high risk of accidents being pinched between the drilling bucket and the ladder. 3. There is a high risk of accidents due to falling objects from the upper shaft. 4. Failure to fix the ladder causes loss of balance and a high risk of falling. 5. Ladder production is troublesome and workability is poor.

【0004】そこで、施工現場で容易に製作でき、安全
に昇降できる梯子構造を得るために解決すべき技術的課
題が生じてくるのであり、本発明はこの課題を解決する
ことを目的とする。
[0004] Therefore, there arises a technical problem to be solved in order to obtain a ladder structure which can be easily manufactured on a construction site and can be safely moved up and down. The present invention aims to solve this problem.

【0005】[0005]

【課題を解決するための手段】本発明は上記目的を達成
するために提案されたものであり、単管を支柱にし、該
単管に踏さん兼用の保護枠となる横桁部材を所定間隔に
クランプで固定して籠形状に形成する梯子構造、及び前
記横桁部材に滑り止めを設ける梯子構造を提供するもの
である。
DISCLOSURE OF THE INVENTION The present invention has been proposed to achieve the above-mentioned object. A single pipe is used as a column, and a horizontal girder member serving as a protection frame for stepping on the single pipe is provided at a predetermined interval. And a ladder structure which is fixed in a cage to form a cage shape, and a ladder structure in which the cross beam member is provided with a non-slip.

【0006】[0006]

【発明の実施の形態】以下、本発明の一実施の形態を図
1乃至図3に従って詳述する。図1は立坑S内での梯子
Lの設置状態を示す断面図である。該立坑Sはシールド
掘削機(図示せず)の発進基地であって、資材の搬入口
及び掘削土の搬出口とするため所定の円形断面を有し、
地盤Gより油圧ショベルやバックホー等の掘削機械(図
示せず)で所定の深さ掘削して構築する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described below in detail with reference to FIGS. FIG. 1 is a sectional view showing an installation state of the ladder L in the shaft S. The shaft S is a starting base of a shield excavator (not shown), and has a predetermined circular cross section to serve as a material entrance and an excavation soil exit,
It is constructed by excavating a predetermined depth from the ground G with an excavator (not shown) such as a hydraulic excavator or a backhoe.

【0007】該立坑Sの掘削と同時に該地盤Gより該立
坑S内への土砂及び地下水の侵入を阻止するために該立
坑Sの内周面にライナープレートRを組立てる。又、該
立坑Sが小口径の場合には、該立坑Sの掘削時に作業員
の昇降のために該ライナープレートRに沿って該梯子L
を設置する。該梯子Lは該立坑Sの深さによって安全規
則に従い、所定間隔ごとに踊場部Cを設けてその長さを
分割して設置する。一方、該梯子Lの平面の断面形状は
後述する一般部Aの断面形状と該梯子Lの上端及び下端
の昇降口部Bの断面形状とに分けられる。又、該昇降口
部Bは、該踊場部Cを介して次の梯子Lに乗移る箇所に
も適用される。該梯子Lは前記したように該掘削機械で
の掘削及び資材の搬送に障害にならないように該立坑S
に沿って垂直に設置される。
At the same time as excavation of the shaft S, a liner plate R is assembled on the inner peripheral surface of the shaft S to prevent earth and sand and groundwater from entering the shaft S from the ground G. When the shaft S has a small diameter, the ladder L is moved along the liner plate R to raise and lower a worker when the shaft S is excavated.
Is installed. The ladder L is provided in accordance with safety rules according to the depth of the shaft S, provided with landing sections C at predetermined intervals and divided in length. On the other hand, the cross-sectional shape of the plane of the ladder L is divided into a cross-sectional shape of a general portion A described later, and a cross-sectional shape of an elevating port B at an upper end and a lower end of the ladder L. Further, the elevator port B is also applied to a place where the vehicle moves to the next ladder L via the landing section C. The ladder L is provided with the shaft S so as not to hinder the excavation and the transport of materials by the excavating machine as described above.
It is installed vertically along.

【0008】図2(a)は該梯子Lの一般部Aの平面を
示し、周囲に等間隔で該梯子Lの支柱となる3本の単管
1,1,1を配設する。該単管1,1,1は、例えば施
工現場で足場部材等に使用される既製の直径48.6mm
の丸パイプである。該梯子Lの長さも、該単管1の長さ
によって適宜調整し、延長したい時には単管ジョイント
(図示せず)を用いて伸ばすようにする。該単管1,
1,1の内側には、該梯子Lの踏さんと作業員の昇降の
際に該掘削機械等との接触事故防止のための保護枠とを
兼用した横桁部材2の外径を該単管1,1,1の外径に
既製のクランプ3,3,3を用いて水平に取り付ける。
FIG. 2A shows a plane of a general portion A of the ladder L, and three single tubes 1, 1, 1 serving as columns of the ladder L are arranged around the ladder L at equal intervals. The single pipe 1,1,1 is a ready-made diameter of 48.6 mm used for a scaffolding member at a construction site, for example.
It is a round pipe. The length of the ladder L is also appropriately adjusted according to the length of the single pipe 1, and when it is desired to extend the length, the single pipe joint (not shown) is used to extend the ladder L. The single tube 1,
The inside diameter of the horizontal girder member 2, which also serves as a protection frame for preventing a contact accident between the ladder L and the excavating machine when the worker goes up and down, is set inside the inside of the ladder L. Attach horizontally to the outer diameter of the tubes 1,1,1 using off-the-shelf clamps 3,3,3.

【0009】該横桁部材2は直径40mmの丸パイプをリ
ング状に形成し、該リングの外径を600mmにすること
により該リング内に作業員の昇降のための空間を確保す
る。又、該横桁部材2の該梯子Lの支柱となる該単管1
の長手方向への取付け間隔は安全規則に従い、300mm
の等間隔にする。依って、該単管1,1,1と該横桁部
材2,2…とで円柱の籠形状に形成される。尚、該横桁
部材2の形状は昇降の機能上及び剛性等により一番よい
と考えられる円形に形成したが、昇降に支障なければ三
角形以上の多角形で形成してもよい。
The horizontal girder member 2 is formed by forming a circular pipe having a diameter of 40 mm into a ring shape, and by setting the outer diameter of the ring to 600 mm, a space for ascending and descending an operator is secured in the ring. Also, the single pipe 1 serving as a support for the ladder L of the cross beam member 2
The mounting interval in the longitudinal direction is 300 mm according to the safety regulations.
At equal intervals. Therefore, the single pipes 1, 1, 1 and the horizontal beam members 2, 2,... Are formed in a cylindrical basket shape. The shape of the cross beam member 2 is formed in a circular shape which is considered to be the best in terms of elevating function and rigidity, but may be formed in a polygonal shape such as a triangle or more if it does not hinder the elevating operation.

【0010】又、前記の支柱となる該単管1は、等間隔
に3本配設して該横桁部材2を該クランプ3,3,3で
結合して均等に荷重を分散させて安定した該梯子Lに形
成しているが、該梯子Lは1本以上の該単管1でも該単
管1と該横桁部材2とを強固に結合すれば形成すること
ができるので、該単管の本数は該梯子Lの設計により適
宜変更すればよい。更に、該横桁部材2の外周には昇降
の安全性を高めるために滑り止め加工を行う。該滑り止
め加工は、該横桁部材2の外周に等間隔で溝の切れ込み
を入れたり、ゴムやラバーの摩擦抵抗の高い部材を全周
に貼着したりして行う。
In addition, three single pipes 1 serving as the above-mentioned struts are arranged at equal intervals, and the horizontal beam members 2 are connected by the clamps 3, 3, 3 so that the load is evenly distributed and stable. Although the ladder L is formed on the ladder L, the ladder L can be formed even if one or more of the single pipes 1 are tightly connected to the single pipe 1 and the cross beam member 2. The number of pipes may be appropriately changed depending on the design of the ladder L. Further, the outer periphery of the horizontal girder member 2 is subjected to a non-slip processing in order to enhance the safety of lifting and lowering. The non-slip processing is performed by making grooves in the outer periphery of the cross beam member 2 at equal intervals, or by sticking a member having high frictional resistance such as rubber or rubber over the entire periphery.

【0011】図2(b)は該昇降口部Bの平面を示し、
該梯子L内への進入口となる開口Wを設けた該横桁部材
2aを該梯子Lの長手方向に図1に示すように所定区間
設置する。該開口Wは該単管1,1の近傍に作業員の出
入幅400mmを確保して形成する。
FIG. 2B shows a plane of the elevating port B.
The cross beam member 2a provided with an opening W serving as an entrance into the ladder L is installed in a predetermined section in the longitudinal direction of the ladder L as shown in FIG. The opening W is formed in the vicinity of the single tubes 1 and 1 so as to secure a worker's access width of 400 mm.

【0012】図2(c)は該梯子Lの該踊場部Cの平面
を示し、該横桁部材2bは前記昇降口部Bと同じく該開
口Wを設ける。該開口Wの方向は図1に示すように次の
梯子に横移動できる位置に設ける。又、該踊場部Cの床
には該横桁部材2bの内径全周に縞鋼板又はエキスパン
ドメタル等の踏板4を溶着又は係着等によって敷設して
足場を形成する。
FIG. 2 (c) shows a plane of the landing section C of the ladder L, and the cross beam member 2b has the opening W similarly to the elevator port B. The direction of the opening W is provided at a position where it can be moved laterally to the next ladder as shown in FIG. Further, on the floor of the landing section C, a tread 4 such as a striped steel plate or an expanded metal is laid around the entire inside diameter of the cross beam member 2b by welding or fastening to form a scaffold.

【0013】図3は該踊場部Cから次の梯子Lの乗移る
箇所の平面を示す。該梯子Lは図1に示すように、所定
長さごとに所定の間隔をおいて該立坑Sに設置するが、
該立坑Sへの固定は、支柱となる該単管1の1本から直
行クランプ10で結合される丸パイプからなる継ぎ材6
を該立坑Sの該ライナープレートRの横桁5へ向けて水
平に配設し、該横桁5と該継ぎ材6とをキャッチクラン
プ9で強固に固定する。尚、該継ぎ材6を該横桁5に直
接溶着して固定してもよい。
FIG. 3 shows a plane where the next ladder L moves from the landing section C. The ladder L is installed in the shaft S at predetermined intervals at predetermined intervals, as shown in FIG.
The fixing to the shaft S is performed by using a joint member 6 composed of a round pipe joined by a straight clamp 10 from one of the single tubes 1 serving as a support.
Is horizontally disposed toward the cross beam 5 of the liner plate R of the shaft S, and the cross beam 5 and the joining material 6 are firmly fixed by the catch clamp 9. In addition, the joining material 6 may be directly welded to the cross beam 5 and fixed.

【0014】又、該梯子Lの該昇降口部Bの重なる部分
の結合は、該梯子Lの支柱となる該単管1a,1aから
該直行クランプ10,10で結合される丸パイプからな
る渡し材7,8を他方の梯子Lの該単管1b,1bに向
けて水平に配設し、該渡し材7,8と該単管1b,1b
とを該直行クランプ10,10で該梯子L,L同士を結
合する。更に、該立坑Sの該ライナープレートR側の該
渡し材7の中央から該直行クランプ10で結合される該
継ぎ材6を該横桁5に向けて水平に配設し、該横桁5と
該継ぎ材6とを該キャッチクランプ9で強固に固定す
る。又、該踊場部Cから次の梯子Lに乗り移る該渡し材
7,8間の渡り部11には縞鋼板又はエキスパンドメタ
ル等を敷設して安全を確保する。
The ladder L is connected to the overlapping portion of the elevating port B by connecting a single pipe 1a, 1a serving as a support of the ladder L with a round pipe connected by the straight clamps 10, 10. The members 7, 8 are horizontally disposed toward the single tubes 1b, 1b of the other ladder L, and the transfer members 7, 8 and the single tubes 1b, 1b
And the ladders L, L are connected by the straight clamps 10, 10. Further, the joint member 6 joined by the straight clamp 10 from the center of the bridge member 7 on the liner plate R side of the shaft S is disposed horizontally toward the cross beam 5, and The joint member 6 is firmly fixed with the catch clamp 9. In addition, a striped steel plate, expanded metal, or the like is laid on the crossover portion 11 between the crossover members 7 and 8 that transfer from the landing portion C to the next ladder L to ensure safety.

【0015】尚、前記一実施の形態で示した梯子は立坑
の昇降用として説明したが、該梯子はビティ枠足場や型
枠支保工の昇降並びに下水道でのマンホールの昇降用に
も利用できる。又、前記した該梯子の形状、大きさ等は
これに限定されるべきではなく、該梯子の設計により適
宜変更される。
Although the ladder shown in the above embodiment has been described for elevating a shaft, the ladder can also be used for elevating and lowering a scaffolding and formwork of a bite frame, and for elevating a manhole in a sewer. Further, the shape, size, and the like of the ladder should not be limited to the above, and may be appropriately changed depending on the design of the ladder.

【0016】而して、本発明は、本発明の精神を逸脱し
ない限り種々の改変を為すことができ、そして、本発明
が該改変されたものに及ぶことは当然である。
Thus, the present invention can be variously modified without departing from the spirit of the present invention, and it goes without saying that the present invention extends to the modified ones.

【0017】[0017]

【発明の効果】以上説明したように、請求項1記載の発
明は、単管を支柱として該単管に踏さん兼用の保護枠と
なる横桁部材をクランプで固定して梯子を形成するの
で、該梯子の材料となる単管及びクランプを施工現場で
容易に転用して使用することができると共に、簡単に組
立てることができる。又、横桁部材を籠形状に形成する
ので昇降の際どの方向を向いても昇降でき、且つ、背面
は背もたれになり、手足を滑らしても落下の危険性は少
ない。更に、昇降時の飛来物落下による災害や掘削バケ
ットによる挟まれ事故の防止に寄与する等、著大なる効
果を奏する発明である。
As described above, according to the first aspect of the present invention, a ladder is formed by fixing a horizontal girder member serving as a protection frame also serving as a tread to a single pipe by using a single pipe as a column and using a clamp. The single pipe and the clamp used as the material of the ladder can be easily diverted and used at the construction site, and can be easily assembled. In addition, since the horizontal girder member is formed in a cage shape, it can be raised and lowered in any direction when ascending and descending, and the back surface is a backrest, so that there is little danger of falling even if the limbs slide. Further, the present invention has a remarkable effect, such as contributing to prevention of a disaster caused by falling of a flying object at the time of ascending or descending and an accident of being pinched by a digging bucket.

【0018】請求項2記載の発明は、横桁部材に滑り止
めを設けたので手足の滑り止めはもちろんのこと、背も
たれ部分に於ても滑り止めになるため作業等の背もたれ
時に安定することになる。
According to the second aspect of the present invention, the cross girder member is provided with a non-slip, so that not only the limbs can be prevented from slipping but also the backrest portion can be made non-slip so that it can be stabilized at the time of the backrest during work or the like. Become.

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

【図1】本発明の一実施の形態を示し、立坑内での梯子
の設置状態を示す断面図。
FIG. 1 is a cross-sectional view showing an embodiment of the present invention and showing a state where a ladder is installed in a shaft.

【図2】(a)梯子の一般部を示す平面図。 (b)梯子の昇降口部を示す平面図。 (c)梯子の踊場部を示す平面図。FIG. 2A is a plan view showing a general part of a ladder. (B) The top view which shows the raising / lowering opening part of a ladder. (C) The top view which shows the landing part of a ladder.

【図3】図1のイ−イ矢視図。FIG. 3 is a view as viewed in the direction of the arrows in FIG. 1;

【符号の説明】[Explanation of symbols]

1,1a,1b 支柱(単管) 2 横桁部材 3 クランプ L 梯子 1, 1a, 1b Prop (single pipe) 2 Cross beam member 3 Clamp L ladder

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 単管を支柱にし、該単管に踏さん兼用の
保護枠となる横桁部材を所定間隔にクランプで固定して
籠形状に形成することを特徴とする梯子構造。
1. A ladder structure wherein a single tube is used as a column, and a horizontal girder member serving as a protection frame also serving as a step is fixed to the single tube with a clamp at predetermined intervals to form a cage.
【請求項2】 前記横桁部材に滑り止めを設けることを
特徴とする請求項1記載の梯子構造。
2. The ladder structure according to claim 1, wherein the cross beam member is provided with a slip stopper.
JP34872399A 1999-12-08 1999-12-08 Ladder structure Withdrawn JP2001164856A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34872399A JP2001164856A (en) 1999-12-08 1999-12-08 Ladder structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34872399A JP2001164856A (en) 1999-12-08 1999-12-08 Ladder structure

Publications (1)

Publication Number Publication Date
JP2001164856A true JP2001164856A (en) 2001-06-19

Family

ID=18398938

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34872399A Withdrawn JP2001164856A (en) 1999-12-08 1999-12-08 Ladder structure

Country Status (1)

Country Link
JP (1) JP2001164856A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006058380A1 (en) * 2004-12-03 2006-06-08 Bortana Pty Ltd A ladderway system for underground raises
NL1029444C2 (en) * 2005-07-06 2007-01-09 Itrec Bv Ladder arrangement for a high-rise building standing out of the lead.
JP2015090007A (en) * 2013-11-05 2015-05-11 株式会社 郷土建設藤村組 Multiple-string type ladder
US9038775B2 (en) 2010-01-13 2015-05-26 Hiram (Wa) Pty Ltd Ladderway system for underground raises
JP2020066845A (en) * 2018-10-22 2020-04-30 日鉄建材株式会社 Supporting tool for working scaffold in vertical shaft, supporting tool unit, working scaffold in vertical shaft and construction method of working scaffold in vertical shaft

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006058380A1 (en) * 2004-12-03 2006-06-08 Bortana Pty Ltd A ladderway system for underground raises
US8177028B2 (en) 2004-12-03 2012-05-15 Bortana Pty. Ltd. Ladderway system for underground raises
NL1029444C2 (en) * 2005-07-06 2007-01-09 Itrec Bv Ladder arrangement for a high-rise building standing out of the lead.
EP1741873A1 (en) * 2005-07-06 2007-01-10 Itrec B.V. Ladder device for a high-rise structure which is out of plump
US9038775B2 (en) 2010-01-13 2015-05-26 Hiram (Wa) Pty Ltd Ladderway system for underground raises
JP2015090007A (en) * 2013-11-05 2015-05-11 株式会社 郷土建設藤村組 Multiple-string type ladder
JP2020066845A (en) * 2018-10-22 2020-04-30 日鉄建材株式会社 Supporting tool for working scaffold in vertical shaft, supporting tool unit, working scaffold in vertical shaft and construction method of working scaffold in vertical shaft
JP7229634B2 (en) 2018-10-22 2023-02-28 日鉄建材株式会社 Support jig for work scaffold in shaft, support jig unit, work scaffold in shaft, and method for constructing work scaffold in shaft

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