JP2001020537A - Support device for steel tower of hoisting device - Google Patents

Support device for steel tower of hoisting device

Info

Publication number
JP2001020537A
JP2001020537A JP19317599A JP19317599A JP2001020537A JP 2001020537 A JP2001020537 A JP 2001020537A JP 19317599 A JP19317599 A JP 19317599A JP 19317599 A JP19317599 A JP 19317599A JP 2001020537 A JP2001020537 A JP 2001020537A
Authority
JP
Japan
Prior art keywords
vertical member
tower
gripping
support
mounting
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.)
Granted
Application number
JP19317599A
Other languages
Japanese (ja)
Other versions
JP4050424B2 (en
Inventor
Mitsunori Arai
光範 洗
Tamotsu Noshiro
保 能城
Masatoshi Mega
正寿 妻鹿
Mitsunori Kawano
充徳 川野
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.)
KOSHIHARA KK
Takenaka Komuten Co Ltd
Koshihara Co Ltd
Original Assignee
KOSHIHARA KK
Takenaka Komuten Co Ltd
Koshihara 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 KOSHIHARA KK, Takenaka Komuten Co Ltd, Koshihara Co Ltd filed Critical KOSHIHARA KK
Priority to JP19317599A priority Critical patent/JP4050424B2/en
Publication of JP2001020537A publication Critical patent/JP2001020537A/en
Application granted granted Critical
Publication of JP4050424B2 publication Critical patent/JP4050424B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Movable Scaffolding (AREA)
  • Jib Cranes (AREA)
  • Types And Forms Of Lifts (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a support device for the steel tower of a hoisting device that can be attached to the vertical member of the steel tower at a certain position and support the steel tower without being made structurally complex. SOLUTION: This support device for a steel tower 1 whose vertical member 2 is constructed of a steel pipe has at least two mounting units A each one of which comprises a pair of gripping members 11 for sandwiching the vertical member 2 over a great width and holding its peripheral surface, and a mounting part piece 15 mounted on one side of each gripping member 11 and connected to a support (structure) B in the direction crossing the vertical member 2.

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、主として建設工事
現場などで使用されるリフト,エレベータあるいはクレ
ーンなどを設置する際に用いられる揚降装置の鉄塔支持
装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a tower support device for a lifting device used when installing a lift, an elevator, a crane, or the like mainly used in a construction site.

【0002】[0002]

【従来の技術】一般に建設工事現場などで使用されてい
るリフト,エレベータなど揚降装置の鉄塔は、通常建設
中の構築物骨組や枠組作業足場などに基端部を固着され
たサポート金具で支持して立設されている。そのサポー
ト金具としては、例えば実公昭55−22063号公
報,あるいは特公昭49−23412号公報などによっ
て設置される鉄塔の構築物側における縦部材もしくは横
部材に接続されるようにして取付ける構造が開示されて
いる。
2. Description of the Related Art A steel tower of a lifting device such as a lift or an elevator generally used at a construction site or the like is usually supported by a support bracket having a base end fixed to a building frame or a frame work scaffold under construction. It is erected. For example, Japanese Patent Publication No. 55-22063 or Japanese Patent Publication No. 49-23212 discloses a structure for mounting the support fitting so as to be connected to a vertical member or a horizontal member on a building side of a steel tower installed. ing.

【0003】前記サポート金具は、前者(実公昭55−
22063号公報に開示)の場合は、型鋼材を枠組して
構成される鉄塔の縦部材に支持金具を取付けて支持する
構造のものであり、後者(特公昭49−23412号公
報に開示)の場合は、型鋼材を枠組して構成される鉄塔
の横部材に支持金具を取付けて支持する構造のものが記
載されている。
[0003] The support bracket is the former (Japanese Utility Model No. 55-55)
No. 22063) discloses a structure in which a supporting bracket is attached to and supported by a vertical member of a steel tower formed by framed steel molds, and the latter (disclosed in Japanese Patent Publication No. 49-23412). In this case, there is described a structure in which a supporting member is attached to and supported by a horizontal member of a steel tower formed by framed steel molds.

【0004】そして鋼管材を使用して構成される鉄塔の
場合は、前記先行技術における鉄塔の縦部材が鋼管材と
され、図6(a)(b)に例示されるように、その鉄塔
50の縦部材(鋼管材)51をU型ボルト56と当て金
57との組合わせで締結する方式が多く採用されてい
る。
[0004] In the case of a steel tower constructed using a steel pipe material, the vertical member of the steel tower in the prior art is made of a steel pipe material, and as shown in FIGS. Of the vertical member (steel pipe material) 51 is fastened by a combination of a U-shaped bolt 56 and a paddle 57.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、鋼管材
を縦部材51にして構成される鉄塔50のサポート金具
55として、従来のU型ボルト56を用いるような方式
では、その取付部においてサポート金具55と鉄塔縦部
材51との取付け強度が弱く、しかも縦部材51に対す
るサポート金具55の取付緊結部でのU型ボルト56に
よる接触幅が非常に小さいので、その緊結部における鉄
塔50側の縦部材51に対しての保持力が集中的に作用
することになり、好ましくないという問題が生じる。
However, in a system in which a conventional U-shaped bolt 56 is used as the support bracket 55 of the steel tower 50 composed of the steel pipe material as the vertical member 51, the support bracket 55 is provided at the mounting portion. The strength of attachment of the support member 55 to the vertical member 51 by the U-shaped bolt 56 is very small, and the vertical width of the vertical member 51 on the side of the tower 50 at the fastening portion is very small. This causes the holding force to act intensively, which causes an undesirable problem.

【0006】そのために、図6(a)(b)にて示され
るように、構築物B側に基端を支持させたサポートの支
持部材58に対して鉄塔50側で上下に適当な間隔を置
いて複数個所で前述のU型ボルト56,56による縦部
材51に対する緊結部を配置するように縦支持部材59
を介在させて付設し、集中的な負荷が作用するのを防止
する方式が採用され、その結果、多くの部品を必要とす
る。特に、構築物B側でのサポート金具(支持部材5
8)取付位置が、その構築物B側の都合で鉄塔50側に
対して常に同じ条件で接続支持できないので、構築物B
側に取付支持されるサポート金具の支持部材58に合わ
せて鉄塔側での緊結部を上下方向にアジャストする必要
があり、複数の緊結部を一つの支持部材58と接続配置
させるには、そのアジャスト用の縦支持部材59を必要
とし、工費が嵩むという問題点がある。
For this purpose, as shown in FIGS. 6 (a) and 6 (b), an appropriate space is provided vertically above and below the steel tower 50 with respect to a support member 58 of a support having a base end supported on the construction B side. The vertical support members 59 are arranged such that the binding portions for the vertical members 51 by the U-shaped bolts 56 are arranged at a plurality of locations.
Is used to prevent a concentrated load from acting, and as a result, many parts are required. In particular, the support bracket (support member 5) on the building B side
8) Since the mounting position cannot always be connected and supported on the steel tower 50 side under the same conditions because of the construction B side, the construction B
It is necessary to adjust the tying part on the tower side in the vertical direction in accordance with the supporting member 58 of the support fitting attached and supported on the side, and in order to connect and arrange a plurality of tying parts with one supporting member 58, the adjustment A vertical support member 59 is required, and there is a problem that the construction cost increases.

【0007】また、鉄塔側で鋼管材を挟み付けてサポー
ト金具を取付ける場合、その支持手段によっては大きな
水平力が作用した場合、縦部材(鋼管材)を変形させる
ことになり、強度的に緊結部においてその縦部材を弱め
ることになるという問題が生じる。
[0007] Further, in the case where a support fitting is mounted by sandwiching a steel pipe material on the steel tower side, when a large horizontal force is applied depending on the supporting means, the vertical member (steel pipe material) is deformed, so that it is strongly connected. This causes a problem that the vertical member is weakened in the portion.

【0008】本発明は、前述のような問題点を解決する
ためになされたもので、構造的に複雑化することなく、
任意の位置で鉄塔縦部材に装着できて、鉄塔を支持する
ことができる揚降装置の鉄塔支持装置を提供することを
目的とするものである。
The present invention has been made to solve the above-mentioned problems, and has been made without complicating the structure.
It is an object of the present invention to provide a tower supporting device of a lifting device that can be attached to a tower vertical member at an arbitrary position and can support the tower.

【0009】[0009]

【課題を解決するための手段および作用・効果】このよ
うな目的を達成するために、本発明の揚降装置の鉄塔支
持装置は、縦部材を鋼管材で構成される鉄塔の支持装置
であって、前記縦部材を広い幅で挟んで周面を保持する
一対の把持部材と、この把持部材の一側面に取付けられ
て前記縦部材と交差する方向に支持体側と連結する支持
部材に対する取付部片とで1組とする取付ユニットを有
し、かかる取付ユニットを少なくとも2組備えることを
特徴とするものである。
Means for Solving the Problems and Action / Effect In order to achieve such an object, a steel tower supporting device of a lifting device according to the present invention is a steel tower supporting device in which a vertical member is made of a steel pipe material. A pair of gripping members for holding the peripheral surface by sandwiching the vertical member with a wide width, and an attaching portion for a supporting member attached to one side surface of the gripping member and connected to the support body in a direction intersecting the vertical member. It is characterized in that it has one set of mounting units with one piece and at least two sets of such mounting units.

【0010】このように構成される本発明の揚降装置の
鉄塔支持装置は、支持する鉄塔の縦部材に対して、その
支持部において分割された幅広い一対の把持部材により
抱え込むように挟んで周面を保持し、この把持部材の一
側面に取付けられる取付部片を所要寸法の支持部材で構
築物側に連結して支持できる。したがって、本発明によ
れば、予め把持部材とそれに付設される取付部片をセッ
トにして用意し、構築物などの支持体側の条件に対応し
た支持部材の端部を前記取付部片に接続するようにすれ
ば、支持条件に対応した支持装置が得られる。しかも、
把持部材は、比較的広い幅で鉄塔の縦部材を抱えるよう
にして保持する構成にされるので、縦部材を把持できる
位置では任意の位置にて保持できて局部的に集中力が作
用することなく鉄塔を支持できるという効果を奏するの
である。
The tower supporting device of the lifting apparatus according to the present invention having the above-described structure is provided so that a vertical member of a supporting tower is sandwiched between a pair of wide holding members divided at its supporting portion. While holding the surface, the mounting piece attached to one side of the gripping member can be connected to and supported on the building side by a support member of a required size. Therefore, according to the present invention, a holding member and a mounting piece attached thereto are prepared in advance as a set, and the end of the supporting member corresponding to the condition on the support side such as a structure is connected to the mounting piece. By doing so, a support device corresponding to the support conditions can be obtained. Moreover,
Since the gripping member is configured to hold the vertical member of the tower with a relatively wide width, it can be held at any position where the vertical member can be gripped, and the concentration force acts locally. The effect is that the tower can be supported without the need.

【0011】また、前記把持部材は、所要厚みで中心よ
り一方に片寄せて一部を切欠かれた縦部材の保持部が形
成され、この保持部はちょうど保持する縦部材の直径に
ほぼ合致する内径を有し、かつ前後に二分割され、前記
保持部から適宜離れた位置で前後方向に貫通する締結孔
を通じてボルトにて締結される構造であるのがよい。こ
うすることにより、二分された把持部材で鉄塔の縦部材
である鋼管材を挟み付けることなく保持部によって保持
して、構築物側に基端部を取付けられる支持部材と繋い
で鉄塔を支持することができる。したがって、鉄塔の縦
部材を支持する個所において、縦部材と把持部材との保
持部では嵌め合い状態で保持しているので、その縦部材
を挟圧することなく保持されて、鉄塔に水平力が作用し
ても変形するようなことがない。また、従来のUボルト
による緊結によるよりも広い長さで縦部材が保持され
て、その縦部材には局部的に集中して外力が作用しない
から、障害を与えることがない、という効果を奏するの
である。
Further, the gripping member is formed with a holding portion of a vertical member having a required thickness, which is partially offset from the center to one side, and the holding portion substantially matches the diameter of the vertical member just held. It is preferable that the structure has an inner diameter, is divided into two parts in the front and rear, and is fastened with a bolt through a fastening hole penetrating in the front and rear direction at a position appropriately separated from the holding part. By doing so, the steel pipe material, which is a vertical member of the tower, is held by the holding portion without being pinched by the bisected holding member, and the tower is supported by connecting to the supporting member having the base end attached to the building side. Can be. Therefore, since the holding portion between the vertical member and the holding member holds the vertical member in a fitted state at a position where the vertical member of the tower is supported, the vertical member is held without being pinched, and a horizontal force acts on the tower. Even if it does not deform. Further, the vertical member is held with a wider length than that of the conventional U-bolt, and the external force is not locally concentrated on the vertical member, so that there is no obstacle. It is.

【0012】また、前記把持部材における取付部片固着
側と反対の把持部片には、締結用のボルト孔の外面側に
ボルト回り止め座が彫り込んで設けられているのがよ
い。こうすると、鉄塔縦部材を把持部材によって保持さ
せる取付作業に際し、二分割された把持部材をボルト締
結するときナット側だけで工具を用いて締付ければよい
ので、片手で操作でき、安全に作業できるという利点が
ある。また、そのボルトの回り止め座を彫り込んで設け
ておけば、ボルト孔に対する締結ボルトの嵌め込み操作
なども簡単にかつ確実に行えて、より効果的である。
[0012] Further, it is preferable that a bolt detent seat is engraved on an outer surface side of a fastening bolt hole on a gripping piece of the gripping member opposite to the mounting piece piece fixing side. In this way, when mounting the steel tower vertical member by the holding member, when the two-parted holding member is fastened by bolts, it may be tightened with a tool only on the nut side, so that it can be operated with one hand and can be performed safely. There is an advantage. In addition, if the rotation stop seat of the bolt is engraved and provided, the operation of fitting the fastening bolt into the bolt hole can be performed easily and reliably, which is more effective.

【0013】[0013]

【発明の実施の形態】以下、本発明の揚降装置の鉄塔支
持装置について、その実施の形態について図面を参照し
つつ説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, an embodiment of a tower supporting device of a lifting apparatus according to the present invention will be described with reference to the drawings.

【0014】図1に示されるのは本発明の一実施例に係
る鉄塔支持装置の平面図であり、図2は図1の側面図、
図3は要部の拡大平面図、図4は図3の一部を断面にし
て表す側面図、図5は図3のX−X視図である。
FIG. 1 is a plan view of a tower supporting apparatus according to an embodiment of the present invention, and FIG. 2 is a side view of FIG.
3 is an enlarged plan view of a main part, FIG. 4 is a side view showing a part of FIG. 3 in cross section, and FIG. 5 is a view taken along line XX of FIG.

【0015】本実施例の鉄塔支持装置10は、工事用エ
レベータにおける搬器のガイドレールを備えた鉄塔を支
持するものであり、それら図によって示されるように、
鉄塔1の縦部材2として用いられている鋼管材を保持す
る把持部材11と、この把持部材11を構築物側に取付
けるための取付部片15とで取付ユニットAが構成さ
れ、この取付ユニットAを、鉄塔1を構成する4本の縦
部材のうち支持側の二本の縦部材2,2に対してそれぞ
れ取付けられるように2組を左右対称に配され、これら
取付ユニットAを構築物Bに接続する支持部材17とで
構成されている。
The tower supporting apparatus 10 of this embodiment supports a tower provided with a guide rail of a transporter in a construction elevator, and as shown in the drawings,
An attachment unit A is constituted by a holding member 11 for holding a steel pipe material used as the vertical member 2 of the steel tower 1 and an attachment piece 15 for attaching the holding member 11 to the building side. Of the four vertical members constituting the tower 1, two sets are arranged symmetrically so as to be attached to the two vertical members 2 and 2 on the support side, respectively, and these mounting units A are connected to the building B. And a supporting member 17.

【0016】前記取付ユニットAは左右対称であるか
ら、以下その一方について詳細に説明する。
Since the mounting unit A is bilaterally symmetric, one of them will be described in detail below.

【0017】前記把持部材11は、外形を適宜高さで長
角形の立方体に形成され、その平面視長方形の中心から
一方に片寄せて縦部材(鋼管材)2を把持する保持部1
2が端部で一部を切欠かれた円柱状に高さ方向に切抜か
れて形成され、かつ前記保持部12の中心を通る長手方
向の立面で前後方向に二分割されている。そして、分割
された両把持部片11a,11bは、前記保持部12か
ら適宜寸法離れた位置でボルト締結して保持部にて縦部
材2を保持できるようにされている。
The gripping member 11 is formed in a rectangular cube having an outer shape of an appropriate height and a holding portion 1 for gripping the vertical member (steel pipe material) 2 by shifting the center of the rectangular shape in plan view to one side.
2 is cut out in the height direction in a column shape with a part cut away at the end, and is divided into two in the front-rear direction by a longitudinal vertical surface passing through the center of the holding portion 12. Each of the divided gripping pieces 11a and 11b is bolted at a position appropriately distant from the holding part 12 so that the holding part can hold the vertical member 2.

【0018】前記保持部12は、その内径Dをちょうど
保持する縦部材(鋼管材)2の外径とほぼ合致する寸法
にされ、その縦部材2を保持したときに強く挟み付ける
力が作用しないようにされる。また、一方の把持部片1
1aはその背面で取付部片15の前面に溶接されて一体
に形成されており、他方の把持部片11bは前記取付部
片15と一体の把持部片11aとともに貫通するボルト
孔14に挿通される締結ボルト20にて締結固定できる
ようにされている。
The holding portion 12 is dimensioned to substantially match the outer diameter of the vertical member (steel pipe material) 2 which just holds its inner diameter D, so that a force for strongly pinching when holding the vertical member 2 does not act. To be. Also, one gripper piece 1
1a is welded to the front surface of the mounting piece 15 on its back surface to be integrally formed, and the other gripping piece 11b is inserted into a bolt hole 14 that penetrates together with the gripping piece 11a integrated with the mounting piece 15. It can be fastened and fixed with a fastening bolt 20.

【0019】また、前記ボルト孔14が設けられた部分
において、他方の把持部片11bの外面部には、図5で
示されるように、締結ボルト20の頭部20a二辺間の
寸法よりやや広い寸法で彫り込まれたボルト回り止め座
14aが形成され、ボルト締結時における締付け操作が
容易に行えるようにされている。
In the portion where the bolt hole 14 is provided, the outer surface of the other gripping piece 11b is slightly larger than the dimension between the two sides of the head 20a of the fastening bolt 20, as shown in FIG. A bolt detent seat 14a engraved with a wide dimension is formed so that a tightening operation at the time of bolt fastening can be easily performed.

【0020】取付部片15はアングル形の部材にてな
り、前面に前述のように一方の把持部片11aを一体に
取付けられ、下向きになる(使用の状況では上向きにも
なる)接続面15aに構築物Bと接続する支持部材17
の端部が取付けられるように、複数のボルト孔16が設
けられている。なお、図中符号15’は補強リブであ
る。
The mounting piece 15 is an angle-shaped member, and one gripping piece 11a is integrally attached to the front surface as described above, and the connection face 15a faces downward (or faces upward in use). Support member 17 connected to the structure B
A plurality of bolt holes 16 are provided so that the ends of the bolt holes 16 are attached. Note that reference numeral 15 'in the figure is a reinforcing rib.

【0021】このようにされた鉄塔支持装置10は、目
的とする揚降装置の鉄塔1が立設される場所において、
鉄塔1と構築物Bのサポート取付部との間隔に応じた所
要長さの支持部材17(この例では平板)を用意し、そ
の支持部材17の先端部を取付ユニットAの取付部片1
5の接続面15aにボルトにて接続し、取付ユニットA
の把持部材11は締結ボルト20を取除いて二分する。
取付部片15に取付く側の把持部片11aの保持部12
を鉄塔1の縦部材2の所要位置にあてがい、取外された
他方の把持部片11bの保持部12を、前記把持部片1
1aに対向させてあてがって組合わせ、締結ボルト20
の頭部20aをボルト回り止め座14aに受入れさせ、
ボルト孔14に挿入した締結ボルト20を取付部片15
の外側で座金を介してナット21により締付ける。
The tower supporting device 10 thus constructed can be used in a place where the tower 1 of the intended lifting apparatus is to be erected.
A support member 17 (a flat plate in this example) having a required length corresponding to the distance between the tower 1 and the support mounting portion of the building B is prepared, and the tip of the support member 17 is attached to the mounting portion piece 1 of the mounting unit A.
5 to the connection surface 15a with bolts, and the mounting unit A
The gripping member 11 is divided into two by removing the fastening bolt 20.
Holding part 12 of gripping piece 11a on the side to be attached to attachment piece 15
To the required position of the vertical member 2 of the steel tower 1, and the holding portion 12 of the other removed gripping piece 11 b is attached to the gripping piece 1.
1a, and combined with the fastening bolt 20
The head 20a is received in the bolt detent seat 14a,
The fastening bolt 20 inserted in the bolt hole 14 is
Is tightened with a nut 21 via a washer outside the.

【0022】このようにすると、両把持部片11a,1
1bが締結ボルト20によって組合わされ、両把持部片
11a,11bの対向面が接触するまで締結ボルト20
で締付けることにより、保持部12が閉じてその保持部
12により鉄塔の縦部材2が保持される。この状態で
は、把持部材11の保持部12内径Dが縦部材2(鋼管
材)の外径にほぼ合致しているので、締結ボルト20に
よる締付力が過度に作用することはなく、位置ずれを起
こさない状態で保持される。したがって、支持部材17
の後端部を構築物Bの予定している取付位置に予め設け
られた取付ボルト孔に合わせてボルト23締着する。こ
のようにして鉄塔支持装置10を用い、鉄塔1の設置高
さに応じて所要の間隔で複数箇所にて構築物Bに繋ぐよ
うにすれば、安定状態に支持させることができる。
In this manner, both gripping pieces 11a, 1
1b are combined by fastening bolts 20 until the opposing surfaces of the gripping pieces 11a, 11b contact each other.
The holding part 12 is closed, and the holding part 12 holds the vertical member 2 of the tower. In this state, since the inner diameter D of the holding portion 12 of the gripping member 11 substantially matches the outer diameter of the vertical member 2 (steel pipe material), the tightening force of the fastening bolt 20 does not excessively act, and the position shifts. Is held in a state that does not occur. Therefore, the support member 17
The bolt 23 is fastened by aligning the rear end portion with a mounting bolt hole provided at a predetermined mounting position of the structure B in advance. In this way, by using the tower supporting device 10 and connecting it to the building B at a plurality of locations at required intervals according to the installation height of the tower 1, the tower 1 can be stably supported.

【0023】このようにして鉄塔支持装置10により鉄
塔1を支持すれば、鉄塔1の縦部材2は比較的広い範囲
で把持部材11の保持部12によって保持され、かつそ
の保持部12における縦部材2の周面部を全周において
ほぼ等しく保持されることになるので、支持部において
水平力が作用しても鋼管材(縦部材2)を局部的に変形
させることはなく、安全に保持できるのである。また、
把持部材11による縦部材2の保持操作時には、二分割
されている把持部片11a,11bを組合わせて締結ボ
ルト20による締結操作の際、その締結ボルト20は頭
部20aが彫り込まれているボルト回り止め座14aに
嵌まって固定保持されるので、まず締結ボルト20の挿
入状態が維持され、しかもナット21側でのみ工具によ
って回動させて締付けるとよいので、片手作業ができて
高所作業に際して安全性を高めることができる。
When the tower 1 is supported by the tower supporting device 10 in this manner, the vertical member 2 of the tower 1 is held by the holding portion 12 of the gripping member 11 in a relatively wide range, and the vertical member in the holding portion 12 is held. Since the peripheral surface portion 2 is held substantially equally over the entire circumference, even if horizontal force acts on the support portion, the steel tube material (vertical member 2) is not locally deformed and can be safely held. is there. Also,
At the time of holding operation of the vertical member 2 by the gripping member 11, when the fastening operation by the fastening bolt 20 is performed by combining the gripping pieces 11a and 11b divided into two, the fastening bolt 20 is a bolt with a head 20a engraved. Since it is fitted and fixed and held in the detent seat 14a, the inserted state of the fastening bolt 20 is first maintained, and it is good to rotate the nut 21 only with a tool and tighten it. In this case, safety can be improved.

【0024】以上は工事用エレベータの搬器昇降用ガイ
ドレールを備えた鉄塔の支持装置について説明したが、
クレーンの鉄塔においても採用できる。また、取付ユニ
ットと構築物(支持体)を繋ぐ部材については、鉄塔設
置現場の状況に応じて任意形状のものを用いることがで
きる。
In the above, the supporting device of the steel tower provided with the guide rail for carrying the elevator of the construction elevator has been described.
It can also be used in crane towers. Further, as the member connecting the mounting unit and the building (support), an arbitrary shape can be used according to the situation of the steel tower installation site.

【0025】本実施例における構築物Bは、本発明にお
ける支持体に対応する。
The construct B in this example corresponds to the support in the present invention.

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

【図1】図1は、本発明の一実施例に係る鉄塔支持装置
の平面図である。
FIG. 1 is a plan view of a tower supporting device according to one embodiment of the present invention.

【図2】図2は、図1の側面図である。FIG. 2 is a side view of FIG. 1;

【図3】図3は、要部の拡大平面図である。FIG. 3 is an enlarged plan view of a main part.

【図4】図4は、図3の一部を断面にして表す側面図で
ある。
FIG. 4 is a side view showing a part of FIG. 3 in section.

【図5】図5は、図3のX−X視図である。FIG. 5 is an XX view of FIG. 3;

【図6】図6は、従来の鉄塔サポートの一例を示す図
で、(a)は平面図を、(b)は側面図をそれぞれ表わ
している。
FIGS. 6A and 6B are views showing an example of a conventional tower support, wherein FIG. 6A is a plan view and FIG. 6B is a side view.

【符号の説明】[Explanation of symbols]

1 揚降装置の鉄塔 2 鉄塔の縦部材 10 鉄塔支持装置 11 把持部材 11a 一方の把持部片 11b 他方の把持部片 12 保持部 14 ボルト孔 14a ボルト回り止め座 15 取付部片 17 支持部材 20 締結ボルト 20a ボルト頭部 A 取付ユニット B 構築物(支持体) REFERENCE SIGNS LIST 1 tower of lifting device 2 vertical member of tower 10 tower support device 11 gripping member 11a one gripping piece 11b other gripping piece 12 holding part 14 bolt hole 14a bolt detent seat 15 mounting part piece 17 support member 20 fastening Bolt 20a Bolt head A Mounting unit B Construction (support)

───────────────────────────────────────────────────── フロントページの続き (72)発明者 能城 保 東京都中央区銀座八丁目21番1号 株式会 社竹中工務店東京本店内 (72)発明者 妻鹿 正寿 大阪市西成区花園南一丁目7番20号 株式 会社コシハラ内 (72)発明者 川野 充徳 大阪市西成区花園南一丁目7番20号 株式 会社コシハラ内 Fターム(参考) 3F205 AA03 BA01 JA10 3F301 DD02  ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Tamotsu Nojo 8-21-1, Ginza, Chuo-ku, Tokyo Inside Takenaka Corporation Tokyo Main Store (72) Inventor Masatoshi Tsumaka Hanazono Minamiichi Nishinari-ku, Osaka No. 7-20, Koshihara Co., Ltd. (72) Inventor Mitsunori Kawano 1-7-20, Hanazono Minami, Nishinari-ku, Osaka F-term (reference) 3F205 AA03 BA01 JA10 3F301 DD02

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 縦部材を鋼管材で構成される鉄塔の支持
装置であって、前記縦部材を広い幅で挟んで周面を保持
する一対の把持部材と、この把持部材の一側面に固着さ
れて前記縦部材と交差する方向に支持体側と連結する支
持部材に対する取付部片とで1組とする取付ユニットを
有し、かかる取付ユニットを少なくとも2組備えること
を特徴とする揚降装置の鉄塔支持装置。
1. A supporting device for a steel tower in which a vertical member is made of a steel pipe material, comprising: a pair of gripping members that hold the peripheral surface by sandwiching the vertical member with a wide width, and fixed to one side surface of the gripping member. And a mounting member for a supporting member connected to the support member in a direction intersecting with the vertical member. The mounting unit has one mounting unit, and at least two such mounting units are provided. Tower support equipment.
【請求項2】 前記一対の把持部材は、所要厚みで中心
より一方に片寄せて一部を切欠かれた縦部材の保持部が
形成され、この保持部はちょうど保持する縦部材の直径
にほぼ合致する内径を有し、かつその保持部中心を通る
立面に沿い前後に二分割され、前記保持部から適宜離れ
た位置で前後方向に貫通するボルト孔を通じてボルトに
て締結される構造である請求項1に記載の揚降装置の鉄
塔支持装置。
The pair of gripping members have a required thickness, and a holding portion of a vertical member which is partially cut away by being shifted to one side from the center is formed, and the holding portion has a diameter substantially equal to the diameter of the vertical member to be held. It has a matching inside diameter and is divided into two parts along the vertical surface passing through the center of the holding part, and is fastened with bolts through bolt holes that penetrate in the front-rear direction at a position appropriately separated from the holding part. A steel tower support device for the lifting device according to claim 1.
【請求項3】 前記把持部材における取付部片固着側と
反対の把持部片には、締結用のボルト孔の外面側にボル
ト回り止め座が彫り込んで設けられている請求項2に記
載の揚降装置の鉄塔支持装置。
3. The lifting device according to claim 2, wherein a bolt detent seat is engraved on an outer surface side of a bolt hole for fastening on a gripping piece of the gripping member opposite to a mounting piece piece fixing side. Tower support device for the descending device.
JP19317599A 1999-07-07 1999-07-07 Tower support equipment for lifting equipment Expired - Lifetime JP4050424B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19317599A JP4050424B2 (en) 1999-07-07 1999-07-07 Tower support equipment for lifting equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19317599A JP4050424B2 (en) 1999-07-07 1999-07-07 Tower support equipment for lifting equipment

Publications (2)

Publication Number Publication Date
JP2001020537A true JP2001020537A (en) 2001-01-23
JP4050424B2 JP4050424B2 (en) 2008-02-20

Family

ID=16303560

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19317599A Expired - Lifetime JP4050424B2 (en) 1999-07-07 1999-07-07 Tower support equipment for lifting equipment

Country Status (1)

Country Link
JP (1) JP4050424B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009091123A (en) * 2007-10-10 2009-04-30 Hitachi Constr Mach Co Ltd Crane for steel tower
CN104695694A (en) * 2013-12-09 2015-06-10 王青玲 Worm and gear lead screw lifting type attached scaffold
CN110817648A (en) * 2019-11-14 2020-02-21 中亿丰建设集团股份有限公司 Temporary supporting structure system for wall-attached frame installation of ultra-long-distance construction elevator
CN114087133A (en) * 2021-11-17 2022-02-25 中国水电建设集团新能源开发有限责任公司西北分公司 Wind-powered electricity generation field tower section of thick bamboo installation positioner

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009091123A (en) * 2007-10-10 2009-04-30 Hitachi Constr Mach Co Ltd Crane for steel tower
CN104695694A (en) * 2013-12-09 2015-06-10 王青玲 Worm and gear lead screw lifting type attached scaffold
CN110817648A (en) * 2019-11-14 2020-02-21 中亿丰建设集团股份有限公司 Temporary supporting structure system for wall-attached frame installation of ultra-long-distance construction elevator
CN114087133A (en) * 2021-11-17 2022-02-25 中国水电建设集团新能源开发有限责任公司西北分公司 Wind-powered electricity generation field tower section of thick bamboo installation positioner
CN114087133B (en) * 2021-11-17 2023-06-06 中国水电建设集团新能源开发有限责任公司西北分公司 Wind power plant tower barrel installation positioning device

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