JPH0452248Y2 - - Google Patents
Info
- Publication number
- JPH0452248Y2 JPH0452248Y2 JP1413887U JP1413887U JPH0452248Y2 JP H0452248 Y2 JPH0452248 Y2 JP H0452248Y2 JP 1413887 U JP1413887 U JP 1413887U JP 1413887 U JP1413887 U JP 1413887U JP H0452248 Y2 JPH0452248 Y2 JP H0452248Y2
- Authority
- JP
- Japan
- Prior art keywords
- tower
- lifting
- pair
- girders
- structures
- 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.)
- Expired
Links
- 230000003028 elevating effect Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 10
- 238000004804 winding Methods 0.000 description 5
- 239000000463 material Substances 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 238000007664 blowing Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 230000005484 gravity Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000452 restraining effect Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Description
【考案の詳細な説明】
(産業上の利用分野)
本考案は、塔状構造物架設用吊揚げ装置に関す
るものである。[Detailed Description of the Invention] (Industrial Application Field) The present invention relates to a lifting device for erecting a tower-like structure.
(従来技術)
従来、長大吊橋の主塔など1対の塔状構造物を
架設する場合には、架設途中の各塔状構造物の上
端近傍部に各種のクレーン装置を装着し、そのク
レーン装置により塔状構造物の分割ブロツクを吊
り揚げて搭載し、次にクレーン装置をせり上げ装
置によつて1段上方へせり上げ、これを順々に繰
返して塔状構造物を架設するのが一般的である。(Prior art) Conventionally, when constructing a pair of tower-like structures such as the main tower of a long suspension bridge, various crane devices are attached near the upper end of each tower-like structure in the middle of construction. Generally, the divided blocks of the tower-like structure are lifted up and mounted, and then the crane equipment is raised one level upward using the lifting device, and this process is repeated in order to erect the tower-like structure. It is true.
上記クレーン装置のクレーンとして、例えば特
開昭53−89157号公報に記載のように各塔状構造
物に各ジブクレーンを装着する場合する場合もあ
るが、この場合1対の塔状構造物を架設するのに
2台のクレーンが必要となるが、架設時には分割
ブロツクの吊揚げ作業以外に分割ブロツクの吊揚
げ準備作業や搭載後における分割ブロツクのボル
トアツプ作業などの付随作業も少なくないので、
クレーン稼働率が低くなり設備経済性の面で不利
となる。 As the crane of the above-mentioned crane device, each jib crane may be attached to each tower-like structure as described in JP-A No. 53-89157, but in this case, a pair of tower-like structures are erected. Two cranes are required to do this, but at the time of erection, in addition to lifting the divided blocks, there are also many incidental tasks such as preparing to lift the divided blocks and bolting up the divided blocks after installation.
Crane operation rate will be low, which will be disadvantageous in terms of equipment economics.
そこで、1対の塔状構造物に亙るクレーンガー
ダーを設け、このクレーンガーダーに沿つて走行
する天井クレーン等を設けたり(例えば、特公昭
51−33663号公報参照)、あるいはクレーンガーダ
ーのスパン中央部に非旋回式・非自走式のデリツ
ククレーンを設けたり(例えば、特開昭54−
96231号公報参照)する場合が多く、また上記ク
レーンガーダー上を走行するブーム旋回式ジブク
レーンを設ける場合もある(例えば、特開昭49−
111351号公報参照)。 Therefore, we installed a crane girder that spans a pair of tower-like structures, and installed an overhead crane that runs along this crane girder (for example,
51-33663), or a non-swivel, non-self-propelled derrick crane is installed in the center of the span of the crane girder (for example, Japanese Patent Application Laid-Open No. 54-3363).
96231), and there are also cases where a boom-swivel jib crane is installed that runs on the crane girder (for example, Japanese Patent Application Laid-Open No. 1983-1999).
(See Publication No. 111351).
一方、地上に吊揚げウインチを配設し、そのワ
イヤを塔状構造物の上端近傍部のガーダーのシー
ブを介してガーダー端部より地上へ延し、そのワ
イヤの先端のフツクに分割ブロツクを吊り、吊揚
げウインチで分割ブロツクを塔状構造物の上端近
くまで吊揚げ、最後にガーダーに装備したジブク
レーン等で分割ブロツクを塔状構造物の最上段に
搭載するようにした塔状構造物架設用吊揚げ装置
も実用化されている。 On the other hand, a lifting winch is installed on the ground, the wire is extended to the ground from the end of the girder through the sheave of the girder near the top end of the tower structure, and the dividing block is suspended from the hook at the tip of the wire. For erection of a tower-like structure, the split block is hoisted to near the top of the tower-like structure using a lifting winch, and finally the split block is mounted on the top of the tower-like structure using a jib crane, etc. installed on the girder. Lifting equipment has also been put into practical use.
(問題点を解決するための手段)
本考案に係る塔状構造物架設吊揚げ装置は、架
設途中の左右1対の塔状構造物に設ける塔状構造
物架設用吊揚げ装置において、上記1対の塔状構
造物の上端近傍部の前後両側面側において両塔状
構造物に亙つて水平かつ平行に配設された前後1
対のガーダーと、上記各塔状構造物のガーダー長
方向と略直交する外側面側に配設され両ガーダー
の相対向する端部を連結する左右1対のビーム
と、上記1対のガーダー上を走行するブーム旋回
式ジブクレーンと、上記各塔状構造物の外側面に
その略全長に亙つて設けられたガイド部材と、上
記各外側面に配設されてガイド部材で上下方向に
案内され塔状構造物の分割ブロツクを載置支持す
る昇降台であつて、上記ジブクレーン又は地上に
配設された吊揚げウインチで昇降駆動される昇降
台とを備えたものである。(Means for Solving the Problems) The tower-like structure erection and lifting device according to the present invention is a tower-like structure erection and lifting device provided on a pair of left and right tower-like structures in the middle of erection. Front and rear 1s arranged horizontally and in parallel across both tower-like structures on both front and rear side surfaces near the upper ends of the pair of tower-like structures.
a pair of girders, a pair of left and right beams arranged on the outer side of each of the tower-like structures substantially orthogonal to the length direction of the girders and connecting the opposing ends of both the girders; a boom-swivel jib crane that travels on the tower; a guide member provided on the outer surface of each of the tower-like structures along substantially the entire length thereof; This is a lifting platform on which divided blocks of a shaped structure are placed and supported, and is equipped with an lifting platform that is driven up and down by the jib crane or a lifting winch installed on the ground.
(作用)
本考案に係る塔状構造物架設用吊揚げ装置にお
いては、架設途中の左右1対の塔状構造物の上端
近傍部に左右の塔状構造物に亙る前後1対のガー
ダーとガーダーの相対向する端部を夫々連結する
左右1対のビームとが設けられ、上記1対のガー
ダー上を走行するブーム旋回式ジブクレーンとが
設けられている。(Function) In the lifting device for erecting a tower-like structure according to the present invention, a pair of front and rear girders and a girder are installed in the vicinity of the upper ends of a pair of left and right tower-like structures in the middle of erection. A pair of left and right beams are provided that connect the opposing ends of the beams, respectively, and a boom swing type jib crane that travels on the pair of girders is provided.
分割ブロツクの吊揚げの際には、分割ブロツク
を昇降台に載置支持し、上記ジブクレーン又は地
上に配設された吊揚げウインチで昇降台を吊揚げ
ていく。この吊揚げ時昇降台は塔状構造物の外側
面のガイド部材によつて上下方向に案内されるの
で、多少の風があつても揺動することなく吊揚げ
られてゆく。昇降台が塔状構造物の上端近傍の上
限位置に達したときには、上記ジブクレーンで昇
降台の分割ブロツクを吊り、それを塔状構造物の
最上段の所定位置へ搭載し、高力ボルト等で固定
する。 When lifting a divided block, the divided block is placed and supported on a lifting platform, and the lifting platform is lifted using the jib crane or a lifting winch installed on the ground. Since this lifting platform during lifting is guided in the vertical direction by a guide member on the outer surface of the tower-like structure, the lifting platform can be lifted without swinging even in the presence of some wind. When the platform reaches its upper limit near the top of the tower-like structure, the jib crane is used to lift the divided blocks of the platform, and it is mounted at a predetermined position on the top of the tower-like structure using high-strength bolts, etc. Fix it.
左右の昇降台を用いて上記のように、左右の塔
状構造物の最上段へ所定の分割ブロツク(複数の
ときもある)を夫々搭載後には、上記ジブクレー
ンを載せたまま1対のガーダーと1対のビームと
別途付設されているせり上げ装置で1段分上方へ
せり上げて再び塔状構造物に固定し、次段の分割
ブロツクの吊揚げ・搭載・固定の作業が実行され
る。 After loading the specified divided blocks (sometimes more than one block) onto the top of the left and right tower-like structures using the left and right lifting platforms as described above, the jib crane is mounted on a pair of girders. A pair of beams and a separately attached lifting device are used to raise the block one stage upward and fix it to the tower-like structure again, and the work of lifting, mounting, and fixing the next stage of divided blocks is carried out.
(考案の効果)
本考案に係る塔状構造物架設用吊揚げ装置によ
れば、上記のように塔状構造物の外側面に沿つて
ガイド部材で上下方向に案内される昇降台に分割
ブロツクを載置支持し吊揚げていくので、風によ
る分割ブロツクの揺動を確実に防止できる。従つ
て、安全に架設工事を進めることが出来ること、
分割ブロツクや構造物の損傷・足場の破損等を解
消できること、設備・人員の稼働率を向上させ、
工期を短縮させることが出来ること、などの効果
が得られる。(Effect of the invention) According to the lifting device for erecting a tower-like structure according to the invention, as described above, the divided blocks are mounted on a lifting platform that is guided vertically by a guide member along the outer surface of the tower-like structure. Since the split blocks are supported and lifted up, it is possible to reliably prevent the split blocks from swinging due to wind. Therefore, it is possible to proceed with construction work safely.
It is possible to eliminate damage to split blocks and structures, damage to scaffolding, etc., improve the operating rate of equipment and personnel,
Effects such as being able to shorten the construction period can be obtained.
特に、地上に配設された吊揚げウインチで各昇
降台を昇降駆動する場合には、左右1対の昇降台
で交互に分割ブロツクを吊揚げていつて、ジブク
レーンで左右の塔状構造物に交互に搭載すること
により、ジブクレーンをフル稼働させ、工期を大
幅に短縮することが出来る。しかも、この場合ジ
ブクレーンのワイヤは比較的短いもので十分なの
で、ジブクレーンのウインチを小型化・軽量化
し、ガーダーとビームとジブクレーンとのせり上
げ重量を軽減できる。 In particular, when lifting and lowering each lifting platform using a lifting winch installed on the ground, the split blocks are lifted alternately by a pair of left and right lifting platforms, and the jib crane is used to alternately lift the divided blocks to the left and right tower structures. By installing it on a jib crane, it is possible to operate the jib crane at full capacity and significantly shorten the construction period. Moreover, in this case, a relatively short wire for the jib crane is sufficient, so the winch of the jib crane can be made smaller and lighter, and the weight of the girder, beam, and jib crane can be reduced.
(実施例)
以下、本考案を長大吊橋の架設に供する塔状構
造物架設用吊揚げ装置に適用した場合の実施例に
ついて図面に基いて説明する。(Example) Hereinafter, an example in which the present invention is applied to a lifting device for constructing a tower-like structure used for constructing a long suspension bridge will be described with reference to the drawings.
第1図・第2図に示すように、主塔Tは完成時
に例えば300m以上の高さとなるもので、主塔T
は左右1対の塔体1を斜材2で連結した構造であ
り、所定高さ毎に輪切り状に分割し更にそれを複
数個に分割した分割ブロツク3を順々に上方に搭
載し高力ボルトなどで固着することにより架設さ
れる。 As shown in Figures 1 and 2, the main tower T will have a height of 300 m or more when completed, and the main tower T
It has a structure in which a pair of left and right tower bodies 1 are connected by diagonal members 2, and is divided into rings at predetermined heights, and divided blocks 3 into a plurality of blocks are mounted upward one after another to create a high-strength tower. It is constructed by fixing it with bolts, etc.
上記主塔Tの左右1対の塔体1は、台形の両脚
のように上方にいくのにつれて互いに接近するご
とく緩傾斜状をなし、各塔体1の外側面1aは鉛
直面から僅かに内方へ傾いている。但し、各塔体
1が鉛直になつている場合もある。 The pair of left and right tower bodies 1 of the main tower T are gently inclined, approaching each other as they move upward, like the legs of a trapezoid, and the outer surface 1a of each tower body 1 is slightly inward from the vertical plane. leaning towards However, each tower body 1 may be vertical.
上記主塔Tを架設するのに用いる塔状構造物架
設用吊揚げ装置は、ブーム旋回式ジブクレーン
4、ジブクレーン4を載置する為のステージング
5、ガイド部材6、吊揚げウインチ7、吊揚げウ
インチ7で昇降駆動される分割ブロツク昇降台8
などを備えている。 The lifting equipment for constructing a tower-like structure used to construct the main tower T includes a boom-swivel jib crane 4, a staging 5 for mounting the jib crane 4, a guide member 6, a lifting winch 7, and a lifting winch. A divided block lifting platform 8 that is driven up and down by 7.
It is equipped with such things as
第1図〜第3図に示すように、上記ジブクレー
ン4はステージング5上に左右に走行移動可能に
設けられており、上記ステージング5は架設途中
の主塔Tの上端部に装着され、図示外のせり上げ
装置により主塔Tの高さ増加に応じて順々に上方
へせり上げられていくようになつている。 As shown in FIGS. 1 to 3, the jib crane 4 is installed on a staging 5 so as to be movable left and right, and the staging 5 is attached to the upper end of the main tower T that is being constructed. As the height of the main tower T increases, the main tower T is successively raised upward by a lifting device.
上記ステージング5は、主塔Tの既架設部分の
上端近くの前後両側面側に水平かつ平行に配設さ
れた1対のガーダー9と、左右の塔体1のガーダ
ー9の長さ方向に略直交する外側面1a側に配設
され且つ塔体1に支持されるとともにガーダー9
の相対向する端部を指示連結する左右1対の固定
ビーム10とからなり、各ガーダー9の各端部は
固定ビーム10の嵌合孔10aを摺動自在に挿通
して外方へ延び、主塔Tの高さ増加に応じて各塔
体1は内方へシフトしていくのでそれに応じて各
固定ビーム10も順次内方へ位置切換えされるよ
うになつている。尚、図示していないが、各塔体
1の前後側面において、各塔体1とガーダー9間
には、ガーダー9と固定ビーム10とを塔体1に
対して上方へせり上げるせり上げ装置が付設され
ており、左右1対の固定ビーム10はせり上げ装
置によりせり上げられる毎に塔体1の外側面1a
に突設された連結ピースなどにボルト・ナツトで
連結固定される。上記せり上げ装置としては、各
塔体1の前後側面に着脱可能に取付けられるガイ
ド枠とそのガイド枠の所定ピツチ毎の係合孔に着
脱自在に係合する係合部材をピストンロツドの先
端部に有する油圧シリンダなとからなるせり上げ
装置、ガーダー9側に配設された4台のせり上げ
用ウインチのワイヤーを搭載された分割ブロツク
3の上端の連結ピースに連結してせり上げるせり
上げ装置、などの外に既存の各種のせり上げ装置
を用いることが出来る。但し、地上の吊揚げウイ
ンチ7によりせり上げるようにすることも可能で
ある。 The above-mentioned staging 5 includes a pair of girders 9 arranged horizontally and parallelly on both front and rear side surfaces near the upper end of the existing part of the main tower T, and a pair of girders 9 on the left and right tower bodies 1 approximately in the length direction of the girders 9. The girder 9 is disposed on the orthogonal outer surface 1a side and is supported by the tower body 1.
It consists of a pair of left and right fixed beams 10 that connect opposite ends of the girder 9, and each end of each girder 9 is slidably inserted into a fitting hole 10a of the fixed beam 10 and extends outward. As each tower body 1 shifts inward as the height of the main tower T increases, the position of each fixed beam 10 is sequentially changed inward accordingly. Although not shown, a lifting device is provided between each tower body 1 and the girder 9 on the front and rear sides of each tower body 1 to raise the girder 9 and the fixed beam 10 upward relative to the tower body 1. A pair of left and right fixed beams 10 are attached to the outer surface 1a of the tower body 1 each time they are raised by a lifting device.
It is connected and fixed with bolts and nuts to a connecting piece that protrudes from the top. The above-mentioned lifting device includes a guide frame that is detachably attached to the front and rear sides of each tower body 1, and an engagement member that detachably engages with an engagement hole at a predetermined pitch in the guide frame at the tip of the piston rod. a lifting device consisting of a hydraulic cylinder and the like; a lifting device that connects the wires of four lifting winches disposed on the girder 9 side to a connecting piece at the upper end of the divided block 3 to lift it up; In addition to the above, various existing lifting devices can be used. However, it is also possible to raise it using a lifting winch 7 on the ground.
更に、上記せり上げ装置によりガーダー9と固
定ビーム10とをせり上げてから各固定ビーム1
0を塔体1側へ引き寄せる装置としては、各ガー
ダー9の塔体1側に臨まない前側や後側に水平る
付設した油圧シリンダであつてそのピストンロツ
ド先端部が固定ビーム10に連結された油圧シリ
ンダからなる装置、ジブクレーン4の1対の補巻
きウインチからのワイヤーを固定ビーム10に連
結してその補巻きウインチで引き寄せるようにし
た装置などを用いることが出来る。但し、補巻き
ウインチに代る専用ウインチを用いてもよい。 Furthermore, after raising the girder 9 and the fixed beam 10 using the lifting device, each fixed beam 1 is
0 toward the tower body 1 side is a hydraulic cylinder attached horizontally to the front or rear side of each girder 9 that does not face the tower body 1 side, and whose piston rod tip is connected to the fixed beam 10. A device consisting of a cylinder, a device in which wires from a pair of auxiliary winding winches of the jib crane 4 are connected to the fixed beam 10, and the wires are pulled by the auxiliary winding winches, etc. can be used. However, a dedicated winch may be used instead of the auxiliary winding winch.
上記ジブクレーン4は、第1図・第4図に示す
ように走行台11と走行台11上に旋回駆動機構
により旋回駆動されるように設けられた旋回台1
2とを有し、走行台11は前後のガーダー9上の
レール9aに沿つて走行する走行駆動輪11aと
油圧シリンダ等で伸縮する4組の脚部11bとを
有し、また旋回台12にはブーム13や支柱14
や分割ブロツク3を吊揚げ可能なクレーン用ウイ
ンチ15と2台の補巻き用ウインチ15aとブー
ム13を起伏させる起伏状ウインチ及びそれらの
駆動モータ等が設けられている。4組の脚部11
bは、大荷重吊込時にかかる荷重を車輪にかけな
いために設けており、車輪部の重量を軽減するこ
とができる。また、4組の脚を伸縮する代わり
に、走行駆動輪11aを引込めるようにしても良
い。尚、図中省略したが、上記レール9aはI字
状断面のもので、ジブクレーン4の転倒防止のた
め走行台11の各脚部11bの近傍部にはレール
9aに常時摺動自在に係合している転倒防止用の
係合部材が設けられている。 As shown in FIGS. 1 and 4, the jib crane 4 includes a traveling base 11 and a rotating base 1 provided on the traveling base 11 so as to be driven to rotate by a rotating drive mechanism.
2, the traveling platform 11 has driving wheels 11a that run along the rails 9a on the front and rear girders 9, and four sets of legs 11b that extend and contract with hydraulic cylinders, etc. is the boom 13 and support column 14
A crane winch 15 capable of lifting the split block 3, two auxiliary winding winches 15a, an undulating winch for raising and lowering the boom 13, and their drive motors are provided. 4 pairs of legs 11
b is provided to prevent the load from being applied to the wheels when lifting a large load, and the weight of the wheel portion can be reduced. Further, instead of extending and contracting the four sets of legs, the driving wheel 11a may be retractable. Although not shown in the figure, the rail 9a has an I-shaped cross section, and in order to prevent the jib crane 4 from overturning, there is a part near each leg 11b of the traveling platform 11 that is slidably engaged with the rail 9a at all times. An engaging member is provided to prevent the vehicle from falling.
一方、地上には2組の吊揚げ用ウインチ7及び
その駆動モータが設けられ、これらウインチ7か
ら延びたワイヤー7aはシーブ7bを介してガー
ダー9の中央部へ延び、一方のワイヤー7aはシ
ーブ7cを経てガーダー9の左端部へ延び、その
ガーダー9の左端近くのシーブ(図示略)を経て
固定ビーム10の両側に吊設されたシーブ7dへ
導設され、シーブ7dを介して下方へ延ばされ、
また他方のワイヤー7aは一方のワイヤー7aと
左右対称に配設されガーダー9の右端側の固定ビ
ーム10のシーブ7dを介して下方へ延ばされて
いる。 On the other hand, two sets of lifting winches 7 and their drive motors are provided on the ground, wires 7a extending from these winches 7 extend to the center of the girder 9 via a sheave 7b, and one wire 7a is connected to a sheave 7c. It extends to the left end of the girder 9 via a sheave (not shown) near the left end of the girder 9, and is led to a sheave 7d suspended on both sides of the fixed beam 10, and extends downward via the sheave 7d. is,
The other wire 7a is disposed symmetrically with the one wire 7a, and extends downward through the sheave 7d of the fixed beam 10 on the right end side of the girder 9.
次に、架設途中の各塔体1の緩傾斜状外側面1
aに設けられる各2条のガイド部材6と、各塔体
1の外側面1aに夫々配設され上記各2条のガイ
ド部材6で上下方向に案内される分割ブロツク昇
降台8(以下、単に昇降台8という)について説
明する。 Next, the gently inclined outer surface 1 of each tower body 1 during construction
a, and a divided block lifting platform 8 (hereinafter simply referred to as (referred to as the lifting platform 8) will be explained.
上記各塔体1の外側面1aには前後に所定間隔
あけて2条のガイド部材6が平行に固着され、こ
のガイド部材6は架設中の塔体1の外側面1aの
全長に延びている。上記各ガイド部材6はウエブ
材6aとフランジ材6bとからなる断面T字形の
もので、ウエブ材6aの端部が外側面1aに溶接
やボルトなどで固着されている(第8図参照)。 Two guide members 6 are fixed in parallel to the outer surface 1a of each tower body 1 at a predetermined interval in the front and rear, and these guide members 6 extend the entire length of the outer surface 1a of the tower body 1 under construction. . Each of the guide members 6 has a T-shaped cross section and is composed of a web material 6a and a flange material 6b, and the end of the web material 6a is fixed to the outer surface 1a by welding, bolts, etc. (see FIG. 8).
これらガイド部材6は、分割ブロツク3の搭載
前に予め分割ブロツク3の外側面1aに取付ける
ことが望ましいが、分割ブロツク3の架設後に取
付けてもよい。 It is desirable that these guide members 6 be attached to the outer surface 1a of the divided block 3 before the divided block 3 is mounted, but they may be attached after the divided block 3 is erected.
上記昇降台8は、第5図・第6図に図示のよう
に、塔体1の外側面1aに対して垂直状かつ立向
きに配した前後1対のA字形フレーム16同士を
外側面1a側に位置する連結フレーム17で連結
するとともに、1対のA字形フレーム16の下端
部に台枠18を着脱可能に取付けた構造のもの
で、A字形フレーム16の上端のシーブ19には
吊揚げウインチ7のワイヤー7aが掛装されてい
る。 As shown in FIGS. 5 and 6, the lifting platform 8 has a pair of front and rear A-shaped frames 16 arranged vertically and upright with respect to the outer surface 1a of the tower body 1. It has a structure in which the underframe 18 is removably attached to the lower ends of a pair of A-shaped frames 16, and a sheave 19 at the upper end of the A-shaped frames 16 is connected by a connecting frame 17 located on the side. The wire 7a of the winch 7 is hung.
上記連結フレーム17の前後の上下両端部には
第8図に示すように対応するガイド部材6に係合
する被ガイド部20が設けられ、各被ガイド部2
0にはガイド部材6のフランジ材6bの両側縁部
に両側から係合する係合部21とフランジ材6a
の外面に当接転動する遊輪22とが設けられてお
り、各被ガイド部20はフンラジ材6bにより前
後方向及び左右方向に移動しないように拘束され
るが、各被ガイド部20はガイド部材6に沿つて
上下方向に移動可能である。 As shown in FIG. 8, guided parts 20 that engage with the corresponding guide members 6 are provided at both the front and rear upper and lower ends of the connection frame 17, and each guided part 2
0 includes an engaging portion 21 and a flange member 6a that engage with both side edges of the flange member 6b of the guide member 6 from both sides.
Each guided portion 20 is restrained by the flange member 6b so as not to move in the front-rear direction and left-right direction. 6 in the vertical direction.
但し、上記ガイド部材6によつて、昇降台8の
前後移動及び外側面1aから離れる方向への移動
を拘束するとともに、外側面1aに当接転動する
ローラ等で外側面1aへ接近する方向への移動を
拘束するようにしてもよい。 However, the guide member 6 restricts the movement of the lifting platform 8 back and forth and in the direction away from the outer surface 1a, and the rollers etc. that roll in contact with the outer surface 1a restrain the movement in the direction approaching the outer surface 1a. It may also be possible to restrict movement to.
このように、昇降台8は4組の被ガイド部20
を介してガイド部材6で上下方向にのみ移動可能
に案内されるようになつている。 In this way, the lifting platform 8 has four sets of guided parts 20.
The guide member 6 allows the guide member 6 to move only in the vertical direction.
第5図・第6図に図示のように、上記昇降台8
の台枠18を下側に遊転輪を備えた台車23と併
用することによつて、この台枠18は分割ブロツ
ク3を搬送する搬送台車としても活用できるよう
になつており、塔体1の外側面1aの下端近傍か
ら海上クレーンあるいは水切クレーンなどのリー
チ範囲内まで搬送路24が設けられ、この搬送路
24上を台枠18を載置した台車23が移動可能
になつている。 As shown in FIGS. 5 and 6, the lifting platform 8
By using the underframe 18 in conjunction with the trolley 23 equipped with idle wheels on the lower side, this underframe 18 can also be used as a transport vehicle for transporting the divided blocks 3, and the tower body 1 A transport path 24 is provided from near the lower end of the outer surface 1a to within the reach range of a marine crane, a water crane, etc., and a cart 23 on which the underframe 18 is mounted is movable on this transport path 24.
次に、以上説明した吊揚げ装置を用いて主塔T
を架設するときの作動について説明する。 Next, using the lifting device explained above, the main tower T
We will explain the operation when erecting.
先ず、昇降台8の台枠18を外し、台枠18を
台車23上に載置した状態で搬送路24に沿つて
移動させて、海上クレーンあるいは水切クレーン
などのリーチ内へ移動させる。 First, the underframe 18 of the lifting platform 8 is removed, and the underframe 18 is placed on the cart 23 and moved along the conveyance path 24, and is moved into the reach of a marine crane, a water crane, or the like.
次に、海上クレーンあるいは水切クレーンなど
で吊持した分割ブロツク3を台車23上の台枠1
8上に載置した状態で、その分割ブロツク3を塔
体1の下端近傍まで搬送する。そして、昇降台8
の台枠18以外の部分を下降させて、台枠18を
1対のA字形フレーム16の下端にボルト・ナツ
ト等で連結する。 Next, the divided block 3 suspended by a marine crane or a water crane is placed on the underframe 1 on the trolley 23.
The divided block 3 placed on the column 8 is transported to the vicinity of the lower end of the tower body 1. And lifting platform 8
The parts other than the underframe 18 are lowered, and the underframe 18 is connected to the lower ends of the pair of A-shaped frames 16 with bolts, nuts, etc.
次に、吊揚げウインチ7でワイヤー7aを巻取
つていくことにより昇降台8を塔体1の外側面1
aに沿つて吊揚げていく。 Next, by winding the wire 7a with the lifting winch 7, the lifting platform 8 is moved to the outer surface of the tower body 1.
Lift it up along a.
この吊揚げ時、昇降台8の被ガイド部20がガ
イド部材6で上下方向に案内されるので、風が吹
いていても昇降台8及びそこに載置された分割ブ
ロツク3は前後左右に搖動することなく、吊揚げ
られていく。 During this lifting, the guided portion 20 of the lifting platform 8 is guided in the vertical direction by the guide member 6, so even if the wind is blowing, the lifting platform 8 and the divided blocks 3 placed thereon can swing back and forth and from side to side. Without doing anything, he was hoisted up.
しかも、外側面1aが内方へ傾いており固定ビ
ーム10のシーブ7dは外側面1aから所定距離
の所にあるので昇降台8と分割ブロツク3には外
側面1aの側へ接近する力が作用し、遊輪22が
フランジ材6bの外面に略当接転動しつつ吊揚げ
られることになる。 Moreover, since the outer surface 1a is inclined inward and the sheave 7d of the fixed beam 10 is located at a predetermined distance from the outer surface 1a, a force acting on the lifting platform 8 and the dividing block 3 to approach the outer surface 1a side is applied. The idler ring 22 is lifted up while rolling substantially in contact with the outer surface of the flange member 6b.
上記昇降台8が塔体1の上端近傍に達するまで
に、ジブクレーン4はその吊揚げられてくる昇降
台8の方の端部へ移動し、4本の脚部11bを伸
長させて吊揚げ可能な状態で待機している。そし
て、昇降台8が上限位置まで昇降して来たとき
に、ジブクレーン4のフツクで分割ブロツク3を
吊持させ、その分割ブロツク3を塔体1の最上段
の所定位置に搭載し高力ボルトなどで固定する。 By the time the lifting platform 8 reaches the vicinity of the upper end of the tower body 1, the jib crane 4 moves to the end of the lifting platform 8 that is to be lifted, and extends the four legs 11b to enable lifting. Waiting in a state. When the lifting platform 8 has ascended and descended to the upper limit position, the divided block 3 is suspended by the hook of the jib crane 4, and the divided block 3 is mounted at a predetermined position on the uppermost stage of the tower body 1, and the high-strength bolt is attached. Fix it with etc.
上記のように、一方の昇降台8から分割ブロツ
ク3をジブクレーン4へ移して搭載している間に
他方の昇降台8には分割ブロツク3を載せて吊揚
げていく。このように、2組の吊揚げウインチ7
で昇降台8を介して分割ブロツク3を交互に吊揚
げていくと、ジブクレーン4はアイドルなしに効
率よく搭載の作業を行なうようになり、工期の短
縮が可能となる。 As mentioned above, while the divided block 3 is being transferred from one lifting platform 8 to the jib crane 4 and being loaded thereon, the divided block 3 is placed on the other lifting platform 8 and lifted up. In this way, two sets of lifting winches 7
When the divided blocks 3 are lifted up alternately via the lifting platform 8, the jib crane 4 can perform the loading work efficiently without idling, and the construction period can be shortened.
左右の塔体1の最上段への分割ブロツク3の搭
載完了後には、図示外のせり上げ装置によつて全
体を支持しこの状態で左右の固定ビーム10の固
定を外し、せり上げ装置でステージング5とジブ
クレーン4とを最上段までせり上げてから、左右
の固定ビーム10を引き寄せ装置で塔体1側へ引
き寄せて塔体1へ固定する。以下同様に分割ブロ
ツク3の搬送・吊揚げ・搭載・せり上げ・引き寄
せを順々に繰返していくことにより、主塔Tを架
設していくことが出来る。 After the installation of the divided blocks 3 to the top of the left and right tower bodies 1 is completed, the entire structure is supported by a lifting device (not shown), and in this state, the fixation of the left and right fixed beams 10 is removed, and staging is carried out using the lifting device. 5 and the jib crane 4 to the highest stage, the left and right fixed beams 10 are pulled toward the tower body 1 side by a pulling device and fixed to the tower body 1. Thereafter, the main tower T can be erected by repeating the transporting, hoisting, mounting, raising, and pulling of the divided blocks 3 in this order.
尚、斜材2の吊揚げの際には、昇降台8の台枠
8を使用せずに、第7図のようにして吊揚げいく
ものとする。この場合ジブクレーン4のフツクで
吊る為の吊りピース25を斜材2の重心との関係
で決定される所定の位置に設けておけば、ジブク
レーン4で斜材2を吊つたときに斜材2が搭載に
適した所定の傾斜姿勢になる。 Incidentally, when lifting the diagonal member 2, the underframe 8 of the lifting platform 8 is not used and the diagonal member 2 is lifted as shown in FIG. In this case, if the hanging piece 25 for hanging by the hook of the jib crane 4 is provided at a predetermined position determined by the relationship with the center of gravity of the diagonal member 2, when the diagonal member 2 is hung by the jib crane 4, the diagonal member 2 will be It assumes a predetermined tilted posture suitable for mounting.
上記実施例に係る吊揚げ装置では、分割ブロツ
ク3を吊揚げる際に、ガイド部材6で昇降台8を
上下方向に案内することにより、分割ブロツク3
の前後方向及び左右方向への移動を拘束しなが
ら、分割ブロツク3を吊揚げるので、かなりの風
が吹いていても分割ブロツク3が搖動することが
なく、安全にかつ高速で吊揚げていくことが出来
る。 In the lifting device according to the above embodiment, when lifting the divided block 3, the lifting platform 8 is guided in the vertical direction by the guide member 6, so that the divided block 3 is lifted up.
Since the divided block 3 is lifted while restraining its movement in the front-rear direction and left-right direction, the divided block 3 will not be swayed even when a strong wind is blowing, and the divided block 3 can be lifted safely and at high speed. I can do it.
更に、地上に2組の吊揚げウインチ7を設ける
とともに各吊揚げウインチ7で昇降駆動される昇
降台8を各塔体1の外側面1aに夫々配設したの
で、各塔体1の分割ブロツク3を並行的に若しく
は交互に吊揚げて時間のかかう高所への吊揚げ作
業を能率よく実行することが出来、1台のジブク
レーン4をフルに稼働させて工期の短縮を図るこ
とが出来る。そして、ブーム旋回式ジブクレーン
4を用いるので、自由度が大きく作業性に優れ
る。 Furthermore, two sets of lifting winches 7 are provided on the ground, and a lifting platform 8 that is driven up and down by each lifting winch 7 is arranged on the outer surface 1a of each tower body 1, so that the division blocks of each tower body 1 are 3 in parallel or alternately, the time-consuming lifting work to a high place can be efficiently carried out, and one jib crane 4 can be fully operated to shorten the construction period. Furthermore, since the boom swing type jib crane 4 is used, the degree of freedom is large and the workability is excellent.
しかも、ジブクレーン4は塔体1の上端近傍ま
で吊揚げられた分割ブロツク3を塔体1の最上段
に搭載するだけでよいので、そのウインチ15に
は比較的短かいワイヤーを装備すればよい。 Furthermore, since the jib crane 4 only needs to mount the divided block 3 lifted up to near the upper end of the tower body 1 on the uppermost stage of the tower body 1, the winch 15 only needs to be equipped with a relatively short wire.
従つて、該ウインチ15並びにその駆動モータ
を小型化し、ジブクレーン4の軽量化とせり上げ
装置の小型化を図ることが出来る。 Therefore, the winch 15 and its drive motor can be made smaller, and the jib crane 4 can be made lighter and the lifting device smaller.
上記ガーダー9の端部が固定ビーム10の嵌合
孔10aに摺動自在に挿通しているので、1対の
ガーダー9と1対の固定ビーム10とは相互に支
持し得る関係になつているため、せり上げ装置で
ガーダー9をせり上げるときに固定ビーム10を
もせり上げることが出来るうえ、せり上げ後には
簡単な引き寄せ装置により各固定ビーム10を塔
体1側へ引き寄せ且つ外側面1aに対するシーブ
7dの位置を一定にすることが出来る。そして、
せり上げはガーダー9を介して行なう一方、塔体
1への固定は固定ビーム10を介して行なうの
で、せり上げ装置及び固定手段の構造が簡単化す
る。 Since the ends of the girders 9 are slidably inserted into the fitting holes 10a of the fixed beams 10, the pair of girders 9 and the pair of fixed beams 10 are in a mutually supporting relationship. Therefore, when the girder 9 is raised with the lifting device, the fixed beams 10 can also be lifted up, and after raising the girder 9, each fixed beam 10 is pulled toward the tower body 1 side using a simple pulling device, and the fixed beams 10 are pulled against the outer surface 1a. The position of the sheave 7d can be kept constant. and,
Since the lifting is carried out via the girder 9 and the fixing to the tower body 1 is carried out via the fixing beam 10, the structures of the lifting device and the fixing means are simplified.
尚、吊揚げウインチ7を省略し、ジブクレーン
4で昇降台8を吊揚げるようにしてもよい。 Note that the lifting winch 7 may be omitted and the lifting platform 8 may be lifted by the jib crane 4.
また、ガイド部材6は塔体1の外側面1aに溶
接するよりもボルト・ナツトなどで着脱可能に固
着することが望ましく、ガイド部材6は各外側面
1aに1条だけ設けてもよく、ガイド部材6の構
造としてはL形断面のものやロツド状のものV形
やH形レール状のものなど各種のものを用いても
よい。 Further, it is preferable that the guide member 6 is removably fixed to the outer surface 1a of the tower body 1 with bolts or nuts rather than being welded to the outer surface 1a of the tower body 1. Only one guide member 6 may be provided on each outer surface 1a, The structure of the member 6 may be of various types, such as an L-shaped cross section, a rod-like structure, a V-shaped structure, or an H-shaped rail structure.
但し、ガイド部材6は、塔体1の分割ブロツク
3製作時に、分割ブロツク3に一体的に形成し、
その架設完了後塔体1の一部として取外さずに恒
久的に残すようにしてもよい。側ち第5図・第6
図において塔体1の前面や後面の突条部1bをガ
イド部材6として用いてもよい。 However, the guide member 6 is formed integrally with the divided block 3 at the time of manufacturing the divided block 3 of the tower body 1.
After the construction is completed, it may be left as part of the tower body 1 permanently without being removed. Side view Figures 5 and 6
In the figure, a protrusion 1b on the front or rear surface of the tower body 1 may be used as the guide member 6.
そして、昇降台8は実施例のものに限らず、分
割ブロツク3を支持(載置により支持)する機能
とガイド部材6で案内される機能とを備えていれ
ばよい。 The elevating table 8 is not limited to the one in the embodiment, and may have the function of supporting (supporting by placing) the divided block 3 and the function of being guided by the guide member 6.
図面は本考案の実施例に係るもので、第1図は
架設途中の主塔及び架設吊揚げ装置の正面図、第
2図は同側面図、第3図は同平面図、第4図はブ
ーム旋回式ジブクレーンの正面図、第5図は昇降
台に分割ブロツクをセツトする状態を示す斜視
図、第6図は昇降台により分割ブロツクを支持し
て吊揚げる状態を示す斜視図、第7図は台枠を外
した昇降台で斜材を支持して吊揚げる状態の斜視
図、第8図は塔体とガイド部材と昇降台の平面図
である。
T……主塔、1……塔体、1a……外側面、3
……分割ブロツク、4……ブーム旋回式ジブクレ
ーン、6……ガイド部材、7……吊揚げウイン
チ、8……昇降台、9……ガーダー、10……固
定ビーム、16……A字形フレーム、17……連
結フレーム、18……台枠、20……被ガイド
部。
The drawings relate to an embodiment of the present invention, and FIG. 1 is a front view of the main tower and the erection and lifting equipment during construction, FIG. 2 is a side view of the same, FIG. 3 is a plan view of the same, and FIG. A front view of the boom-swivel jib crane; FIG. 5 is a perspective view showing the state in which the divided block is set on the lifting platform; FIG. 6 is a perspective view showing the state in which the divided block is supported and lifted by the lifting platform; FIG. 7 8 is a perspective view of the diagonal member being supported and hoisted by the lifting platform with the underframe removed, and FIG. 8 is a plan view of the tower, the guide member, and the lifting platform. T...Main tower, 1...Tower body, 1a...Outside surface, 3
...Divided block, 4...Boom rotating jib crane, 6...Guide member, 7...Lifting winch, 8...Lifting platform, 9...Girder, 10...Fixed beam, 16...A-shaped frame, 17... Connection frame, 18... Underframe, 20... Guided portion.
Claims (1)
構造物架設用吊揚げ装置において、 上記1対の塔状構造物の上端近傍部の前後両側
面側において両塔状構造物に亙つて水平かつ平行
に配設された前後1対のガーダーと、 上記各塔状構造物のガーダー長方向と略直交す
る外側面側に配設され両ガーダーの相対向する端
部を連結する左右1対のビームと、 上記1対のガーダー上を走行するブーム旋回式
ジブクレーンと、 上記各塔状構造物の外側面にその略全長に亙つ
て設けられたガイド部材と、 上記各外側面に配設されてガイド部材で上下方
向に案内され塔状構造物の分割ブロツクを載置支
持する昇降台であつて、上記ジブクレーン又は地
上に配設された吊揚げウインチで昇降駆動される
昇降台とを備えたことを特徴とする塔状構造物架
設用吊揚げ装置。[Scope of Claim for Utility Model Registration] In a lifting device for the erection of tower-like structures installed on a pair of left and right tower-like structures in the middle of erection, on both front and rear side surfaces near the upper ends of the pair of tower-like structures. A pair of front and rear girders are arranged horizontally and parallelly across both tower-like structures, and a pair of girders are arranged on the outer side of each tower-like structure, which is substantially orthogonal to the longitudinal direction of the girders, so that the girders face each other. a pair of left and right beams connecting the ends; a boom-swivel jib crane that runs on the pair of girders; a guide member provided on the outer surface of each of the tower-like structures over substantially the entire length thereof; An elevating platform provided on each of the outer surfaces and guided in the vertical direction by guide members, on which the divided blocks of the tower-like structure are placed and supported, and which is driven up and down by the jib crane or the lifting winch provided on the ground. 1. A lifting device for erecting a tower-like structure, characterized in that it is equipped with a lifting platform.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1413887U JPH0452248Y2 (en) | 1987-02-02 | 1987-02-02 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1413887U JPH0452248Y2 (en) | 1987-02-02 | 1987-02-02 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS63121609U JPS63121609U (en) | 1988-08-08 |
JPH0452248Y2 true JPH0452248Y2 (en) | 1992-12-09 |
Family
ID=30803849
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1413887U Expired JPH0452248Y2 (en) | 1987-02-02 | 1987-02-02 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0452248Y2 (en) |
-
1987
- 1987-02-02 JP JP1413887U patent/JPH0452248Y2/ja not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS63121609U (en) | 1988-08-08 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US5511268A (en) | Construction of large structures by robotic crane placement of modular bridge sections | |
WO1996005375A9 (en) | Construction of large structures by robotic crane placement of modular bridge sections | |
JPH0841828A (en) | Bridge girder erection equipment | |
JP5769961B2 (en) | Construction method and removal method of structure | |
CN110847031A (en) | Movable hanging basket for bridge construction | |
JP4353343B2 (en) | Large elevating stage, lifting method and reverse driving method using the same | |
JPH0452248Y2 (en) | ||
JP3251495B2 (en) | Bridge crane assembly method | |
JP2004115174A (en) | Movable carriage for member erection, and bridging member erection method using it | |
JP3180203B2 (en) | Material lifting assembly equipment used for construction of high-rise structures | |
CN210915021U (en) | Large-tonnage hoisting device for bridge | |
JP2521455B2 (en) | Construction method for tower structures | |
JPH0328066Y2 (en) | ||
JPH05113026A (en) | Temporary scaffold structure | |
JPH092780A (en) | Jib-type traveling crane provided with jack up device | |
CN215101591U (en) | A shield constructs quick-witted hoisting structure for secretly dig construction | |
JP2833439B2 (en) | Hoist type tower crane | |
CN117513764B (en) | Sliding method with installation position lower than sliding rail | |
JP3217773B2 (en) | How to carry heavy objects into the building and how to carry heavy objects outside the building | |
CN211772895U (en) | Beam body working rack for variable cross-section box girder | |
CN106320525A (en) | Construction method for rotating and sliding large-span round steel pipe truss of ceiling of light well | |
JPS6234943Y2 (en) | ||
JP2002276199A (en) | Steel tower constructing machine and steel tower constructing method | |
JPS5855236Y2 (en) | Converter bricklaying equipment | |
JPH028098B2 (en) |