JPH06240876A - Lifting device for concrete member and others - Google Patents

Lifting device for concrete member and others

Info

Publication number
JPH06240876A
JPH06240876A JP3077893A JP3077893A JPH06240876A JP H06240876 A JPH06240876 A JP H06240876A JP 3077893 A JP3077893 A JP 3077893A JP 3077893 A JP3077893 A JP 3077893A JP H06240876 A JPH06240876 A JP H06240876A
Authority
JP
Japan
Prior art keywords
lifting
hoisting
rod
shape
holes
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
JP3077893A
Other languages
Japanese (ja)
Other versions
JPH07103697B2 (en
Inventor
Kyoji Takami
恭司 高見
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP3077893A priority Critical patent/JPH07103697B2/en
Publication of JPH06240876A publication Critical patent/JPH06240876A/en
Publication of JPH07103697B2 publication Critical patent/JPH07103697B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Load-Engaging Elements For Cranes (AREA)
  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

PURPOSE:To lift a concrete member at a slant angle specified beforehand when a working site has the specified slant angle, to carry the apparatus with the above described specified slant angle being maintained even in transportation to the working site, and to perform the installation work of the concrete flat plate under this state. CONSTITUTION:A lifting apparatus has a pair of lifting holes 2, which are formed at the approximate position of the center of gravity at both side edges of a member to be lifted 1, lifting rods 3, which are inserted into the lifting holes 2, supporting rods 4 for supporting the lifting rods 3 and lifting members 11 for lifting and holding the supporting rods 4. In the lifting apparatus, a pair of the lifting holes 2 are formed at the slightly upper parts of the position of the center of gravity of the member to be lifted 1. In order to lift and hold the member to be lifted 1 at the specified slant angle, the shape of the lifting hole 2 is made to be the shape, which cannot be rotated. The shape of the lifting rod 3, which is inserted into the lifting hole 2, is made equal to the shape of the hole. The lifting rod 31 is attached to the supporting rod 4 so that the rod 3 cannot be rotated.

Description

【発明の詳細な説明】Detailed Description of the Invention 【産業上の利用分野】[Industrial applications]

【0001】本発明は、コンクリート部材を積み上げて
運搬する吊上げ装置に関するものである。
The present invention relates to a hoisting device for stacking and transporting concrete members.

【0002】[0002]

【従来の技術】従来この種の吊上げ装置では、大型で重
量のある平板状のコンクリート板については、その両側
面の重心位置に一対の吊上げ穴を穿設し、その吊上げ穴
に吊上げ具を挿入して吊上げ、運搬するものとしてい
た。
2. Description of the Related Art Conventionally, in this type of hoisting device, for a large and heavy flat concrete plate, a pair of hoisting holes are formed at the center of gravity on both sides of the hoisting device, and hoisting tools are inserted into the hoisting holes. It was supposed to be lifted and transported.

【0003】しかし、この吊上げ穴は両側面に一対しか
設けていないために、途中でコンクリート平板が搖動し
たり、回転したりすることがあり、きわめて危険である
と共に、コンクリート平板の施工場所が所定の傾斜角度
の場合には、吊り上げられたコンクリート平板を所定の
傾斜角度にするよう作業しなければならず、非常に施工
が困難であるという課題を有していた。
However, since only one pair of these hoisting holes are provided on both sides, the concrete plate may sway or rotate in the middle, which is extremely dangerous and the concrete plate should be installed at a predetermined place. In the case of the above inclination angle, the suspended concrete flat plate has to be worked so as to have a predetermined inclination angle, and there is a problem that the construction is very difficult.

【0004】[0004]

【発明が解決しようとする課題】本発明は、このような
従来の課題に鑑みて創案されたものであり、施工場所
が、所定の傾斜角度を有している場合には、予めその所
定の傾斜角度で吊上げ、運搬時においても、前記定めら
れた傾斜角度を維持して運搬し、もって施工場所まで運
搬すると共に、その状態でコンクリート平板の設置作業
が行える吊上げ装置を提供することを目的とするもので
ある。
SUMMARY OF THE INVENTION The present invention was devised in view of such conventional problems, and when the construction site has a predetermined inclination angle, the predetermined An object of the present invention is to provide a hoisting device that can be hoisted at an inclination angle and can be carried while maintaining the predetermined tilt angle even during transportation, and thus can be carried to a construction site, and at the same time, a concrete flat plate can be installed. To do.

【0005】[0005]

【課題を解決するための手段】上記課題を解決するため
に、本発明は以下のように構成されている。
In order to solve the above problems, the present invention is configured as follows.

【0006】すなわち、本発明は被吊上げ部材の両側端
面略重心位置に穿設された一対の吊上げ穴と、
That is, according to the present invention, a pair of hoisting holes are provided at both ends of the member to be hoisted at substantially center of gravity positions,

【0007】該吊上げ穴に挿入される吊上げ棒と、該吊
上げ棒を支持する支持杆と、
A lifting rod inserted into the lifting hole, a support rod for supporting the lifting rod,

【0008】支持杆を吊上げ保持する吊上げ部材と、を
備えた吊上げ装置において、
A hoisting device comprising a hoisting member for hoisting and holding a support rod,

【0009】前記一対の吊上げ穴は、被吊上げ部材の重
心位置やや上方に穿設すると共に、前記被吊上げ部材を
所定の傾斜角度で吊上げ保持すべく、前記吊上げ穴の穴
形状を回転不可の形状とし、
The pair of hoisting holes are formed slightly above the center of gravity of the hoisting member, and the hoisting holes have non-rotatable shapes so that the hoisting member can be hoisted and held at a predetermined inclination angle. age,

【0010】かつ該吊上げ穴に挿入される吊上げ棒の形
状も前記穴形状と略同等とし、かつ該吊上げ支持棒は支
持杆に回転不可状態で取り付けられて構成されている。
The shape of the hoisting rod inserted into the hoisting hole is substantially the same as the hole shape, and the hoisting support rod is attached to the support rod in a non-rotatable state.

【0011】[0011]

【作用】本発明では、吊上げ穴の穴形状を回転不可の形
状としてあると共に、該吊上げ穴に挿入される吊上げ支
持棒の形状も前記穴形状と略同等としてある。
In the present invention, the hoisting hole has a non-rotatable shape, and the hoisting support rod inserted into the hoisting hole has substantially the same shape as the hole.

【0012】そして、該吊上げ支持棒は支持杆に回転不
可状態で取り付けられている。よって、定められた傾斜
角度を維持して施工場所まで運搬できると共に、その状
態でコンクリート平板の設置作業が行える。
The lifting support rod is attached to the support rod in a non-rotatable state. Therefore, the predetermined inclination angle can be maintained and the concrete plate can be transported to the construction site, and the concrete flat plate can be installed in that state.

【0013】[0013]

【実施例】以下、本発明を図に示す実施例に基いて説明
する。
The present invention will be described below based on the embodiments shown in the drawings.

【0014】先ず、図において、符号1は施工すべきコ
ンクリート平板を示す。このコンクリート平板1は一般
に大型で重量のあるものとして構成されている。
First, in the drawings, reference numeral 1 indicates a concrete flat plate to be constructed. This concrete flat plate 1 is generally constructed as a large and heavy one.

【0015】そして、該コンクリート平板1の両側面重
心位置のやや上方部には半円状の吊上げ穴2、2が穿設
されている(図2参照)。
Semi-circular hoisting holes 2 and 2 are formed in the upper part of the center of gravity of both sides of the concrete flat plate 1 (see FIG. 2).

【0016】また、図3、図4には、前記半円状の吊上
げ穴2に挿入される吊上げ棒3が示されており、該吊上
げ棒3の形状は前記吊上げ穴2に嵌まり合う略半円状の
形状として構成されている。
Further, FIGS. 3 and 4 show a lifting rod 3 which is inserted into the semicircular lifting hole 2, and the shape of the lifting rod 3 fits into the lifting hole 2 and is substantially the same. It is configured as a semicircular shape.

【0017】ここで、この吊上げ棒3はそれを保持する
支持杆4には回転不可の状態で取付けられており、吊上
げ穴2に吊上げ棒3を挿入し、コンクリート平板1を吊
上げたとしても吊上げ棒3が回転し、それによって吊り
上げられたコンクリート平板1が回転する恐れもない。
The hoisting rod 3 is attached to a supporting rod 4 for holding the hoisting rod 3 in a non-rotatable state. Even if the hoisting rod 3 is inserted into the hoisting hole 2 and the concrete flat plate 1 is hoisted, the hoisting rod 3 is hoisted. There is no fear that the rod 3 will rotate and the concrete flat plate 1 that has been lifted thereby will also rotate.

【0018】そして、前記回転不可状態の構造として
は、図3から理解されるように、吊上げ棒3の取付側外
周面5と支持杆4の取付孔6の内周面とをいわゆるスプ
ライン状あるいはセレーション状に形成して回転不可状
態としても構わないし、図4から理解されるように、吊
上げ棒3の取付側外周面5及び支持杆4の取付孔6の内
周面にそれぞれ噛み合う凹条部7と凸条部8とを設け、
それらを嵌合させて回転不可とした機構にしても構わな
いものである。
As the structure in the non-rotatable state, as can be understood from FIG. 3, the mounting side outer peripheral surface 5 of the lifting rod 3 and the inner peripheral surface of the mounting hole 6 of the supporting rod 4 are so-called spline-shaped or It may be formed in a serration shape so as to be in a non-rotatable state. As can be understood from FIG. 4, a recessed portion that engages with the outer peripheral surface 5 of the lifting rod 3 on the mounting side and the inner peripheral surface of the mounting hole 6 of the support rod 4 respectively. 7 and the ridge portion 8 are provided,
A mechanism may be used in which they are fitted to each other so that they cannot rotate.

【0019】なお、前述した図3及び図4に示された機
構であれば、さらに、吊上げるコンクリート平板1の吊
上げ傾斜角度を随時変更することができる。
With the mechanism shown in FIG. 3 and FIG. 4, the hoisting inclination angle of the concrete flat plate 1 to be hoisted can be changed at any time.

【0020】すなわち、吊上げ棒3を各々図5(A),
(B),(C)に示す様に支持杆4に嵌合させることに
より支持杆4への吊上げ棒3の傾斜角度を自由に変更す
ることができるのである。尚、図5(C)は吊上げ棒3
の先端部を角状にしたタイプのものである。
That is, the hoisting rod 3 is shown in FIG.
As shown in (B) and (C), it is possible to freely change the inclination angle of the hoisting rod 3 with respect to the support rod 4 by fitting it to the support rod 4. In addition, FIG. 5C shows the lifting rod 3.
This is a type in which the tip of the is square.

【0021】ところで、一対の支持杆4、4はワイヤー
状あるいはチェーン状をなす一対の吊上げ部材11、1
1に連結されており、さらにこの一対の吊上げ部材1
1、11は水平に延出する吊上げ横架材9に接続されて
いる。
By the way, the pair of supporting rods 4 and 4 are a pair of wire-shaped or chain-shaped lifting members 11 and 1, respectively.
1 and is further connected to the pair of lifting members 1
Reference numerals 1 and 11 are connected to a horizontal suspension member 9 that extends horizontally.

【0022】以上、吊上げ棒3、支持杆4、吊上げ部材
11及び吊上げ横架材9を有して吊り具10が構成され
ることとなる。
As described above, the hoisting tool 10 is constructed by including the hoisting rod 3, the supporting rod 4, the hoisting member 11, and the hoisting horizontal member 9.

【0023】以上において、本実施例の動作につき説明
する。まず、吊上げ棒3、3を吊上げるべきコンクリー
ト平板1の傾斜角度に対応させるべく、それと同等の傾
斜角度を有するように支持杆4、4の取付孔5、5に嵌
合させる。
The operation of this embodiment will be described above. First, the hoisting rods 3 and 3 are fitted into the mounting holes 5 and 5 of the supporting rods 4 and 4 so as to have an inclination angle equivalent to that of the concrete flat plate 1 to be hoisted.

【0024】例えば、図5(A)のように45度の傾斜
角度が必要な場合には、同図に示すように吊上げ棒3を
支持杆4の取付孔5に嵌合させることになる。
For example, when an inclination angle of 45 degrees is required as shown in FIG. 5 (A), the lifting rod 3 is fitted into the mounting hole 5 of the support rod 4 as shown in FIG.

【0025】ついで、一対の吊上げ棒3、3を図1に示
すようにコンクリート平板1の半円状の吊上げ穴2、2
に差し込む。
Next, as shown in FIG. 1, the pair of hoisting rods 3 and 3 are attached to the concrete flat plate 1 in semicircular hoisting holes 2 and 2.
Plug in.

【0026】そしてその状態からクレーン等でこの吊り
具10を吊上げ、図7に示すような傾斜角度を有した状
態で上方へ持ち上げる。
Then, from this state, the hanging tool 10 is hoisted by a crane or the like, and is hoisted upward with a tilt angle as shown in FIG.

【0027】すると、コンクリート平板1の吊上げ保持
点は、一対の吊上げ穴2、2での2箇所であるが、この
2箇所において、コンクリート平板1は回転不可の状態
で吊上げられているため、搖動することなく所定の傾斜
角度を有して吊上げ運搬されることになる。
Then, the lifting holding points of the concrete flat plate 1 are two points in the pair of hoisting holes 2 and 2, but at these two points, the concrete flat plate 1 is hoisted in a non-rotatable state, so that the swinging is performed. Without being carried out, it is hoisted and transported with a predetermined inclination angle.

【0028】そして図8に示すように、所定の傾斜角を
有する設置現場までこのコンクリート平板1を運搬する
と共に、それを上方より下ろし、傾斜角度のある設置場
所にそのままの状態で設置することができるのである。
Then, as shown in FIG. 8, the concrete flat plate 1 can be transported to an installation site having a predetermined inclination angle and lowered from above to be installed in the installation place having an inclination angle as it is. You can do it.

【0029】[0029]

【発明の効果】以上説明したように、本発明によるコン
クリート部材等の吊上げ装置によれば、所定の傾斜角度
で施工現場へ設置したいコンクリート平板を、予め決め
られた傾斜角度で吊上げ、かつ運搬することができ、さ
らにはその傾斜角度で施工現場へ施工することができ
る。
As described above, according to the hoisting device for concrete members and the like according to the present invention, a concrete flat plate to be installed at a construction site at a predetermined tilt angle is hoisted at a predetermined tilt angle and transported. Further, it is possible to perform construction on the construction site with the inclination angle.

【0030】よってコンクリート平板を容易にかつ迅速
に所定の傾斜角度を有する施工現場へ設置できるという
大きな効果を奏する。
Therefore, there is a great effect that the concrete flat plate can be easily and quickly installed at a construction site having a predetermined inclination angle.

【0031】[0031]

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

【図1】本実施例の使用状態説明図である。FIG. 1 is an explanatory diagram of a usage state of the present embodiment.

【図2】本実施例による吊上げ穴の位置を示す説明図で
ある。
FIG. 2 is an explanatory diagram showing positions of lifting holes according to the present embodiment.

【図3】支持杆と吊上げ棒の嵌合状態を示す説明図であ
る。
FIG. 3 is an explanatory view showing a fitted state of a support rod and a lifting rod.

【図4】支持杆と吊上げ棒の嵌合状態を示す説明図であ
る。
FIG. 4 is an explanatory view showing a fitted state of a support rod and a lifting rod.

【図5】吊上げ棒の傾斜角度を変更した状態を示す説明
図である。
FIG. 5 is an explanatory view showing a state in which a tilt angle of a lifting rod is changed.

【図6】本実施例の使用状態説明図である。FIG. 6 is a diagram illustrating a usage state of the present embodiment.

【図7】本実施例の吊上げ状態を示す説明図である。FIG. 7 is an explanatory diagram showing a lifted state of the present embodiment.

【図8】傾斜角度を有した施工現場への施工状態を示す
説明図である。
FIG. 8 is an explanatory diagram showing a construction state at a construction site having an inclination angle.

【符号の説明】[Explanation of symbols]

1 コンクリート平板 2 吊上げ穴 3 吊上げ棒 4 支持杆 5 吊上げ棒取付部外周面 6 取付孔 7 凹条部 8 凸条部 9 吊上げ横架材 10 吊り具 11 吊上げ部材 DESCRIPTION OF SYMBOLS 1 Concrete flat plate 2 Lifting hole 3 Lifting rod 4 Support rod 5 Lifting rod mounting portion outer peripheral surface 6 Mounting hole 7 Recessed ridge portion 8 Convex ridge portion 9 Lifting horizontal member 10 Lifting tool 11 Lifting member

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 被吊上げ部材の両側端面略重心位置に穿
設された一対の吊上げ穴(2、2)と、 該吊上げ穴(2、2)に挿入される吊上げ棒(3、3)
と、 該吊上げ棒(3、3)を支持する支持杆(4、4)と、 支持杆(4、4)を吊上げ保持する吊上げ部材(11、
11)と、 を備えた吊上げ装置において、 前記一対の吊上げ穴(2、2)は、被吊上げ部材の重心
位置やや上方に穿設すると共に、前記被吊上げ部材を所
定の傾斜角度で吊上げ保持すべく、前記吊上げ穴(2、
2)の穴形状を回転不可の形状とし、 かつ該吊上げ穴(2、2)に挿入される吊上げ棒(3、
3)の形状も前記穴形状と略同等とし、該吊上げ棒
(3、3)は支持杆(4、4)に回転不可状態で取り付
けられたことを特徴とするコンクリート部材等の吊上げ
装置。
1. A pair of hoisting holes (2, 2) formed at substantially the center of gravity of both end faces of a hoisting member, and hoisting rods (3, 3) inserted into the hoisting holes (2, 2).
A supporting rod (4, 4) for supporting the lifting rod (3, 3), and a lifting member (11, for lifting and holding the supporting rod (4, 4).
11) and a pair of hoisting holes (2, 2) are formed at a position slightly above the center of gravity of the member to be hoisted and hold the member to be hoisted at a predetermined inclination angle. Therefore, the lifting holes (2,
The hole shape of 2) is a non-rotatable shape, and the lifting rod (3,
A hoisting device for a concrete member or the like characterized in that the shape of 3) is also substantially the same as the hole shape, and the hoisting rods (3, 3) are attached to the support rods (4, 4) in a non-rotatable state.
JP3077893A 1993-02-19 1993-02-19 Lifting device for concrete members Expired - Lifetime JPH07103697B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3077893A JPH07103697B2 (en) 1993-02-19 1993-02-19 Lifting device for concrete members

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3077893A JPH07103697B2 (en) 1993-02-19 1993-02-19 Lifting device for concrete members

Publications (2)

Publication Number Publication Date
JPH06240876A true JPH06240876A (en) 1994-08-30
JPH07103697B2 JPH07103697B2 (en) 1995-11-08

Family

ID=12313145

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3077893A Expired - Lifetime JPH07103697B2 (en) 1993-02-19 1993-02-19 Lifting device for concrete members

Country Status (1)

Country Link
JP (1) JPH07103697B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011124316A (en) * 2009-12-09 2011-06-23 Toshiba Plant Systems & Services Corp Solar cell module-mounting device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011124316A (en) * 2009-12-09 2011-06-23 Toshiba Plant Systems & Services Corp Solar cell module-mounting device

Also Published As

Publication number Publication date
JPH07103697B2 (en) 1995-11-08

Similar Documents

Publication Publication Date Title
JPH07137979A (en) Sling
JP2756465B2 (en) Method for controlling lifting posture of curved plate and hanging tool for curved plate
JPH06240876A (en) Lifting device for concrete member and others
JP2006096476A (en) Hoisting accessory
JPH08133661A (en) Concrete block lifting means
JP2004269096A (en) Heavy article hoisting tool
JP2756466B2 (en) Method for controlling lifting posture of curved plate and hanging tool for curved plate
JP4703205B2 (en) Structure lifting jig and structure lifting method using the same
JP3873102B2 (en) Converter lining method and hanging brick laying equipment used therefor
JP2007038495A (en) Die reversing hook and die reversing base
JP2633188B2 (en) How to lift building panels
JPH0861294A (en) Pump unit lifting device for pull-out type submerged motor pump
JPH09175774A (en) Receiving tool for lifting one end of heavy weight
JP2001341976A (en) Suspending jig
JP2018111576A (en) Suspension tool
JPH052744Y2 (en)
JPH0637045Y2 (en) Hanging equipment for construction of pedestrian border blocks
JPH0674642B2 (en) Jig for suspending wall materials and its usage
JPH0340858Y2 (en)
JPS63277192A (en) Inversion device for large-scale structure
JPH0747568Y2 (en) Hanging device
JPH01294197A (en) Vertical direction inversion method for lengthy concrete u-groove and lengthy concrete u-groove dedicated clamp for the method
JPS60132889A (en) Hanger for hydraulic material tabular body
JP2508113Y2 (en) Lifting device for aerial work vehicles
JPH02300092A (en) Suspension tool for wave extinguishing block