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JPS6035512B2 - Erection equipment for tower-like structures - Google Patents

Erection equipment for tower-like structures

Info

Publication number
JPS6035512B2
JPS6035512B2 JP51019208A JP1920876A JPS6035512B2 JP S6035512 B2 JPS6035512 B2 JP S6035512B2 JP 51019208 A JP51019208 A JP 51019208A JP 1920876 A JP1920876 A JP 1920876A JP S6035512 B2 JPS6035512 B2 JP S6035512B2
Authority
JP
Japan
Prior art keywords
tower
construction
erection
frame
main
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
Application number
JP51019208A
Other languages
Japanese (ja)
Other versions
JPS52101846A (en
Inventor
元次郎 吉川
伸幸 平野
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.)
ISHIKAWAJIMAHARIMA JUKOGYO KK
TOKYO ENJINYARINGU KK
Original Assignee
ISHIKAWAJIMAHARIMA JUKOGYO KK
TOKYO ENJINYARINGU KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by ISHIKAWAJIMAHARIMA JUKOGYO KK, TOKYO ENJINYARINGU KK filed Critical ISHIKAWAJIMAHARIMA JUKOGYO KK
Priority to JP51019208A priority Critical patent/JPS6035512B2/en
Publication of JPS52101846A publication Critical patent/JPS52101846A/en
Publication of JPS6035512B2 publication Critical patent/JPS6035512B2/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/24Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/24Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons
    • E04G3/243Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons following the outside contour of a building

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Movable Scaffolding (AREA)

Description

【発明の詳細な説明】 建設工事において省力化と施工速度を向上して工期を短
縮することは時代の要請であるが、一方建設工事に伴う
騒音防止、環境保全、安全作業などの徹底に対して年々
厳しい規制がしかれ、最近ではこれらの事項を実施する
ことが社会的義務ともなって来た。
[Detailed Description of the Invention] In construction work, it is the demand of the times to save labor and improve construction speed to shorten the construction period, but on the other hand, it is necessary to ensure thorough noise prevention, environmental conservation, safe work, etc. that accompany construction work. Strict regulations have been enacted year by year, and recently it has become a social obligation to implement these matters.

このような点から塔状構造物の建設も最近はプレハブ化
の頃向が強く、工場で製作された板状ユニットやフレー
ムのユニット等を現場で組み立てる工夫が盛んに考えら
れている。ところでこのような塔状構造物を架設するに
あたって従来から使用されている架設機械は、モビルク
レーンやタワークレーンが最も代表的であるが、冷却塔
のような大径で高層の塔状構造物を架設する場合には、
上記の架設機械はそれぞれ問題があって適用がむずかし
かった。すなわち、モビルクレーンでは架設高さに制限
が生じて、ある程度以上の高層のものは架設が不可能で
あり、またタワークレーンは高層構造物の建設に使用す
ることは可能であるが、平面の直径が80〜100のを
こえるような塔状構造物には適用が困難であり、特に架
設途中におけるクレーンの安定と架設中の外壁セグメン
トに対する耐風、耐震上の安定性確保のための架設支保
工に適当なものがなく、大型タワークレーン等の既存の
機械を使って組立式塔状構造物を架設しようとすれば大
量の足場を必要として大げさなものとなる欠点があった
From this point of view, the construction of tower-like structures has recently become more prefabricated, and many ideas are being considered for assembling plate-like units, frame units, etc. manufactured in factories on-site. By the way, mobile cranes and tower cranes are the most typical construction machines traditionally used to erect such tower-like structures, but they are also used to construct large-diameter, high-rise tower-like structures such as cooling towers. When constructing,
Each of the above-mentioned erection machines had problems and was difficult to apply. In other words, mobile cranes have limitations on the height they can be erected, making it impossible to erect structures higher than a certain level, while tower cranes can be used to construct high-rise structures, but they are limited by the diameter of the plane. It is difficult to apply to tower-like structures with a diameter exceeding 80 to 100, and is particularly suitable for use in construction shoring to stabilize cranes during construction and to ensure wind resistance and seismic stability for external wall segments during construction. There was no suitable material available, and if an attempt was made to erect a prefabricated tower-like structure using existing machinery such as a large tower crane, it would require a large amount of scaffolding, which would result in an exaggerated construction.

本発明はこのような大径で高層の塔状構造物を建設する
のに使用する架設装置の改良に関するもので、建設すべ
き塔状構造物の縦軸線位置に設ける架設用メインタワー
と、2本の縦部材及び該縦部材の上端間を連結した横部
材より正面から見て型に形成してなり、塔状構造物を建
設すべく既に途中まで建設された架設ユニットからなる
繋状構造体における上部周壁の4なし、し12等分に区
分した位置に上方への架設替え可能に周方向に交互に並
べて設ける第1及び第2の補助架横と、該第2の補助架
横の横部材に移動可能に備えたユニット吊上げ装置と、
塔状構造体から離れた位置にて円環状に接続されるよう
前記各補助架礎に支持させるプラットフオームと、前記
第2の補助架横位置にて巻上磯により前記メインタワー
の頂部から昇降可能に吊下げ支持され且つ前記縦軸線へ
向けて水平方向移動可能な台車を備えた昇降架台と、前
記第1の補助架横位置にて巻上磯より前記メインタワー
の頂部から昇降可能に吊下げ支持され且つクレーンを備
えた昇降架台と、前記各昇降架台が塔状構造体の壁面に
沿って昇降し得るよう塔状構造体の壁面に沿い上方向に
縦足し可能に設ける夫々のガイドレールと、前記補助架
横とメインタワーとの間に配置する伸縮可能な水平支保
工、とを有することを特徴とする繋状構造物の架設装置
を要旨とし、安価な機械を使用して安全性が高く、且つ
効率の良い建設作業が行なえるようにしたものである。
The present invention relates to an improvement in an erection device used to construct such a large-diameter, high-rise tower-like structure, and includes a main tower for construction installed at the vertical axis of the tower-like structure to be constructed; A connecting structure that is formed into a mold when viewed from the front from a vertical member of a book and a horizontal member that connects the upper ends of the vertical member, and is made up of an erection unit that has already been constructed halfway to construct a tower-like structure. The first and second auxiliary racks are arranged alternately in the circumferential direction so that the upper peripheral wall can be re-erected upward at positions divided into 4 and 12 equal parts of the upper peripheral wall, and the sides of the second auxiliary racks. a unit lifting device that is movable to the member;
A platform supported by each of the auxiliary foundations so as to be connected in an annular manner at a position remote from the tower-like structure, and a hoisting rock at a lateral position of the second auxiliary frame, which can be raised and lowered from the top of the main tower. an elevating frame equipped with a cart that is suspended and supported by and movable in a horizontal direction toward the vertical axis; and a lifting frame that is suspended and supported so as to be able to be lifted and lowered from the top of the main tower from a hoisting rock at a horizontal position of the first auxiliary frame. an elevating pedestal and equipped with a crane, and respective guide rails provided vertically along the wall of the tower-like structure so that each of the elevating mounts can be moved up and down along the wall of the tower-like structure; The gist of the present invention is an apparatus for erecting a tethered structure, which is characterized by having an expandable and retractable horizontal support placed between the side of the auxiliary frame and the main tower, and is highly safe using inexpensive machinery. , and enables efficient construction work.

次に本発明の一実施例を図について説明する。本発明は
、外郭壁面が回転双曲形、あるいは回転双曲形曲面にほ
ぼ内接または外接する多角折面形状、円錐形状、円筒状
あるいは多角平面形を形成するように、板状ユニットや
フレームから成る組立式の塔状構造物を建設するのに通
した架設装置であって、第1図及び第2図に示すように
、本実施例では、建設すべき塔状構造物1が回転双曲形
の場合を例にして説明する。尚、建設すべき塔状構造物
1は、既に途中まで建設済みの塔状構造物laと、二点
鎖線で示すようにこれから建設する塔状構造物lbの部
分から成る。建設すべき塔状構造物1の縦軸線位置に架
設用メインタワー2を設ける。
Next, one embodiment of the present invention will be described with reference to the drawings. The present invention provides a plate-like unit and a frame so that the outer wall surface forms a hyperboloid of revolution, a polygonal folded surface shape, a conical shape, a cylindrical shape, or a polygonal plane shape that is substantially inscribed or circumscribed in a hyperbolic curved surface of revolution. As shown in FIGS. 1 and 2, in this embodiment, the tower-like structure 1 to be constructed is a rotary twin structure. The case of a curved shape will be explained as an example. The tower-like structure 1 to be constructed consists of a tower-like structure la, which has already been partially constructed, and a tower-like structure lb, which is to be constructed from now on as shown by the two-dot chain line. A main tower 2 for construction is provided at the vertical axis of a tower-like structure 1 to be constructed.

該架設用メインタワー2は控えロープ3を有する支線式
鉄塔であり、下部に巻上磯4を設け、架設用メインタワ
ー2の頂部に設けた滑車5を介して架設用メインタワー
2の頂部から吊り上げ用ワイヤロープ6をおろすか、あ
るいは架設用メインタワー2の頂部に直接ウィンチ等の
巻上磯を設けて、これから吊り上げ用ワイヤロープ6を
おろす。ワイヤロープ6は後述する昇降架台を昇降させ
るもので、昇降架台の数の応じた本数のものが架設用メ
インタワー2の頂部から架設用メインタワー2のまわり
におろされる。架設用メインタワー2の内部には、昇降
用ゴンドラ7または簡易エレベーターを設け、点検や作
業員の昇降等に利用する。
The main construction tower 2 is a branch type steel tower having a restraining rope 3, and a hoisting rock 4 is provided at the bottom, and the main tower 2 is lifted from the top of the main tower 2 via a pulley 5 provided at the top of the main tower 2. The wire rope 6 for lifting is lowered, or a hoisting rock such as a winch is provided directly on the top of the main tower 2 for erection, and the wire rope 6 for lifting is lowered from there. The wire ropes 6 are used to raise and lower the elevating frames, which will be described later, and the number of wire ropes corresponding to the number of elevating frames are lowered from the top of the main tower 2 around the main tower 2. An elevating gondola 7 or a simple elevator is provided inside the main construction tower 2, and is used for inspections, elevating and descending workers, and the like.

この架設用メインタワー2の架設は、通常のトラス式独
立鉄塔または支線式鉄塔の架設をする場合と同じ要領で
行なう。建設中の塔状構造物laの円周上の周壁の頂部
には、円周を4ないし1乳率分した位置に、それぞれの
第1の作業区画8が設けられ、これらの第1の作業区画
8の間には第2の作業区画9が設けられる。即ち、第1
の作業区画8と第2の作業区画9とが円周を4なし、し
14率分した位置に周万向で交互に設けられる。次に第
1の作業区画8の実施例を第3図及び第4図について説
明する。
The construction of the main tower 2 is carried out in the same manner as when constructing a normal truss-type independent steel tower or a branch-type steel tower. At the top of the peripheral wall on the circumference of the tower-like structure la under construction, respective first work sections 8 are provided at positions 4 to 1 percent apart from the circumference, and these first work sections A second working section 9 is provided between the sections 8. That is, the first
The working section 8 and the second working section 9 are provided alternately in all directions around the circumference at positions 4 and 14 times apart from each other. Next, an embodiment of the first working section 8 will be described with reference to FIGS. 3 and 4.

第1の作業区画8は、架設を終了した部分の搭状構造体
la上部の円周状周壁に、円周を4ないし14率分した
位置で、周壁の外側および内側に設けられる。
The first work sections 8 are provided on the circumferential wall above the tower-like structure la in the part where the construction has been completed, at positions 4 to 14 times the circumference, on the outside and inside of the wall.

たとえば周壁を12等分に区分した場合には、1区分置
き位置の6個所に2本の縦部材10a,10aとその上
端間を連結する磯部材10bより正面から見て[型に形
成した第1の補助架横10を設け、該第1の補助袈横1
0の縦部材10a,10aは架設済みの塔状構造体la
の壁面を構成する架設ユニット18(セグメント)に、
ボルトなどの締結臭で堅固に仮止めする。第1の補助架
横10からブラケット11を出して作業用プラットフオ
ーム12を支えるようにする。作業用プラットフオーム
12は架設済みの塔状構造体laから離れた位置に円還
状に形成されるよう接続される。尚、このプラットフオ
ーム12は第2の作業区画9の形成にも兼用しているも
のである。第1の作業区画8には簡易クレーン(又はデ
リック)13と足場とを設けた昇降架台14があって、
塔状構造体laの壁体(各架設ユニット18から成る)
の面に沿って上下方向に取り付けられたガイドレール1
5に沿って昇降できるようになっている。
For example, when the peripheral wall is divided into 12 equal parts, the two vertical members 10a, 10a and the rock member 10b that connects the upper ends are placed at six locations in each division. One auxiliary rack side 10 is provided, and the first auxiliary rack side 1 is provided.
The vertical members 10a, 10a of 0 are the tower-like structures la that have already been erected.
In the construction unit 18 (segment) that constitutes the wall surface of
Temporarily fasten firmly with the odor of tightening bolts, etc. A bracket 11 is extended from the side 10 of the first auxiliary rack to support a working platform 12. The working platform 12 is connected in a circular ring shape at a position remote from the tower-like structure la that has already been erected. Incidentally, this platform 12 is also used to form the second work section 9. In the first work area 8, there is an elevating platform 14 equipped with a simple crane (or derrick) 13 and a scaffold.
Wall of tower-like structure la (consisting of each erection unit 18)
Guide rail 1 installed vertically along the surface of
It is possible to go up and down along 5.

昇降架台14をガイドレール15に沿って昇降させる際
には簡易クレーン13は、第3図に13′で示すように
上方に折りたたんだ状態とし、吊上げ用ワイヤロープ6
によって昇降させる。そして昇降架台14は所定位置で
ロック装置(図示しない)によって塔状構造体laの壁
体に固定されるようになっている。昇降架台14が最も
上昇したときには、作業用プラットフオーム12と共に
作業足場を形成するようプラットフオ−ムー2を塔状構
造体laの壁体との間に入るようになっており、この昇
降架台14は、簡易クレーン13によって塔状構造物1
を構築するためのセグメント架設作業や雑資材湯重、塔
状構造物1の構築進展にともなう第1の補助架横10及
び後記第2の補助架横10びの上方への付け替え作業、
施工後の作業足場の解体作業等の付帯作業に使用する。
尚昇降架台14の上下作業は巻上磯4により補助架横1
0の頂部に設けたロープシーブ24を介て吊り上げ、下
げすることによって行われる。次に第2の作業区画9の
実施例を第4図について説明する。
When raising and lowering the lifting platform 14 along the guide rail 15, the simple crane 13 is folded upward as shown at 13' in FIG.
to raise and lower it. The elevating frame 14 is fixed to the wall of the tower-like structure la at a predetermined position by a locking device (not shown). When the elevating frame 14 is raised to the highest level, the platform 2 is inserted between the wall of the tower-like structure la so as to form a working scaffold together with the working platform 12, and this elevating frame 14 , the tower-like structure 1 is constructed by a simple crane 13.
Segment erection work and the weight of miscellaneous materials to construct the structure, work to replace the first auxiliary rack side 10 and the second auxiliary rack side 10 above as the tower-like structure 1 construction progresses,
Used for incidental work such as dismantling work scaffolding after construction.
In addition, the up and down work of the elevating frame 14 is carried out using the hoisting rock 4.
This is done by hoisting it up and lowering it through a rope sheave 24 provided at the top of the vessel. Next, an embodiment of the second working section 9 will be described with reference to FIG.

この作業区画9は前述した第1の作業区画8の間に設け
られるもので、第1の補助架機10と同様に構成した第
2の補助架横10′が設けられ、更にガイドレード15
に沿い吊り上げ用ワイヤロープ6によって昇降する昇降
架台16(ロック装置付きのもの)を有している。
This work section 9 is provided between the first work section 8 described above, and is provided with a second auxiliary frame side 10' configured in the same manner as the first auxiliary frame 10, and is further provided with a guide rail 15.
It has an elevating frame 16 (equipped with a locking device) that is raised and lowered by a lifting wire rope 6 along the vertical axis.

この昇降架台16は、作業用プラットフオーム12の内
側を直遇するよう配置されており、主に塔状構造物1の
構成要素であるユニット18を地上から架設組立位置の
高さまで運搬するもので、他に雑機器、作業員の昇降、
湯重作業に使用する。昇降架台16には塔状構造物1の
縦軸線(タワー芯)方向へ水平に移動できる可動台車1
7が備えてあって、架設ユニット18と備え付けの作業
足場をのせて昇降架台16と共に地上から架設組立位置
の高さまで吊り上げ用ワイヤロープ6で錫重される。
This elevating frame 16 is arranged so as to directly face the inside of the work platform 12, and is mainly used to transport the unit 18, which is a component of the tower-like structure 1, from the ground to the height of the erection assembly position. , miscellaneous equipment, lifting and lowering of workers,
Used for hot water heavy work. The elevating platform 16 includes a movable cart 1 that can move horizontally in the direction of the vertical axis (tower core) of the tower-like structure 1.
7 is provided, and the construction unit 18 and the provided work scaffold are placed thereon, and together with the elevating frame 16, the construction unit 18 and the attached work scaffold are loaded with a wire rope 6 for lifting from the ground to the height of the construction assembly position.

尚、可動台車17は架設ユニット18等の落下防止のた
めに背板17′が設けられ、側面から見てL型に形成さ
れている。昇降架台16が所定位置まで上昇すると可動
台0車17を第7図イに示すようにタワー芯へ向けて水
平移動させ、架設ユニット18を建設済みの塔状構造体
la壁体の上方へなるべく近接させて位置させる。
The movable cart 17 is provided with a back plate 17' to prevent the construction unit 18 and the like from falling, and is formed into an L-shape when viewed from the side. When the elevating frame 16 rises to a predetermined position, the movable carriage 17 is moved horizontally toward the tower core as shown in FIG. be located close together.

そして補助架横10′の横部材1川こ移動可能に取り付
けてあるユニット吊上装置としてのチェンブロック19
あるいは電動ホィストによって上述の架設ユニット18
を吊り上げて塔状構造体laを構築する。この際には可
動台車17を第7図口に示すように元の位置に戻し、架
設ユニット18を決められた位置に安全に正確に据え付
ける。昇降架台16が最も上昇したときには、作業用プ
ラットフオーム12の内側に入り、プラットフオーム1
2と共に作業足場を形成する。
A chain block 19 as a unit lifting device is movably attached to the horizontal member 10' of the auxiliary rack.
Alternatively, the above-mentioned erection unit 18 can be installed using an electric hoist.
A tower-like structure la is constructed by lifting the tower. At this time, the movable trolley 17 is returned to its original position as shown in the opening in FIG. 7, and the erection unit 18 is safely and accurately installed at the determined position. When the lifting frame 16 is raised to the highest level, it enters the inside of the work platform 12 and lifts the platform 1.
Together with 2, it forms a work scaffold.

第4図において16′はそれよりも下方に位置している
状態を示すものである。また第4図に示すフック20は
、各補助架機10,10′を上方へ架設替えするとき、
前述した簡易クレーン13で吊り上げるためのものであ
る。上述した昇降架台16、可動台車17、チェンブロ
ック19によって行なう架設ユニット18の据付作業は
、塔状構造体laを取り囲んでいる複数の場所で同時に
これを行なうことができる。尚、第1の作業区画8にお
ける架設ユニット18の据え付けは、簡易クレーン13
により可動台車17上の架設ユニット18を、第3図に
示すように吊って第1の作業区画8側へ移動させ、作業
員がロープ引き等によって行う。
In FIG. 4, 16' indicates a state located below. In addition, the hook 20 shown in FIG.
This is for lifting with the simple crane 13 mentioned above. The installation work of the construction unit 18 performed by the above-mentioned elevating frame 16, movable trolley 17, and chain block 19 can be performed simultaneously at a plurality of locations surrounding the tower-like structure la. The installation of the construction unit 18 in the first work section 8 is carried out using a simple crane 13.
As shown in FIG. 3, the construction unit 18 on the movable trolley 17 is suspended and moved to the first work section 8 side by a worker by pulling a rope or the like.

ガイドレール15は前述した昇降架台14,16を昇降
させる際の案内をするもので、第1の作業区画8、第2
の作業区画9の配置に合わせて、建設済みの塔状構造体
laの壁体外面に沿わせて上下方向に取り付けられる。
The guide rail 15 is used to guide the lifting frames 14 and 16 mentioned above when raising and lowering them.
It is installed in the vertical direction along the outer surface of the wall of the tower-like structure la that has already been constructed, in accordance with the arrangement of the work section 9.

このガイドレール15は昇降架台14,16の案内の役
目をするほか、架設中の塔状構造体laの補剛を兼ねる
役目を持ち、耐風、耐震の安定性能を確保できるように
、建設済みの繋状構造体laの壁面にボルト止め等によ
って締結される。ガイドレール15は適当な長さにブロ
ック化されており、塔状構造物1の架設が進むにつれて
順次上方に継ぎ足しが可能になっている。また第1の作
業区画8の場合は、建設の終了した下方部分のガイドレ
ール15を取り外し、順次上方へ取り付けて行ってもよ
い。このようなガイドレール15の取り付け取り外しは
、簡易クレーン13、作業用プラツトフオーム12、可
動台車17等を利用して行なう。架設用メインタワー2
と補助架横10又は10′との間には、第1図ないし第
4図に示すように水平支保工21が設けてあって、架設
中の塔状架横位体laの水平剛性の確保、補強の役目と
、架設用メインタワー2と施工場所との間の連絡デッキ
の役目とをするようになっている。
This guide rail 15 not only serves as a guide for the elevating frames 14 and 16, but also serves as a reinforcement for the tower-like structure la under construction. It is fastened to the wall surface of the connecting structure la by bolting or the like. The guide rails 15 are made into blocks of appropriate length, and can be sequentially added upward as the tower-like structure 1 is constructed. Further, in the case of the first work section 8, the guide rail 15 at the lower part where construction has been completed may be removed and sequentially attached upward. Such attachment and detachment of the guide rail 15 is performed using the simple crane 13, the working platform 12, the movable cart 17, and the like. Main tower for erection 2
As shown in Figs. 1 to 4, a horizontal support 21 is provided between the auxiliary frame transverse body 10 or 10' to ensure the horizontal rigidity of the tower-like frame transverse body la during erection. , serves as reinforcement and as a communication deck between the main construction tower 2 and the construction site.

水平支保工21は塔状構造物1の形状に合わせて伸縮で
きるようになっている。
The horizontal support 21 can expand and contract according to the shape of the tower-like structure 1.

また水平支保工21の架設用メインタワー2側の端部は
、第5図、第6図に示すように吊り上げ用ワイヤローブ
6で吊り上げられ架設用メインタワー2を取り囲んでい
るリングビーム22に枢着されており、架設の進展に従
ってリングビーム22と共に上方に移動できるようにな
っている。(尚第3図中23は固定ピン又はボルトを示
す)本発明の塔状構造物の架設装置によれば、次の如き
優れた効果を奏し得る。
Furthermore, the end of the horizontal support 21 on the side of the main construction tower 2 is pivoted to a ring beam 22 that is lifted up by a lifting wire lobe 6 and surrounds the main tower 2, as shown in FIGS. 5 and 6. It is designed so that it can move upward together with the ring beam 22 as the construction progresses. (Note that 23 in FIG. 3 indicates a fixing pin or bolt.) According to the apparatus for constructing a tower-like structure of the present invention, the following excellent effects can be achieved.

‘i} 建設途中(済)の搭状構造体における上部周壁
の4ないし12等分に区分した位置に、第1、第2の補
助架横を周万向に沿って交互に設けるので、複数の場所
で同時にユニットを架設することができる。
'i} Since the first and second auxiliary rack sides are installed alternately along the circumference in 4 to 12 equally divided positions on the upper peripheral wall of the tower-like structure that is currently under construction (completed), multiple Units can be erected at the same time in several locations.

従って、作業能率が増大すると共に工期が短縮され、又
工期が短縮することから騒音等の公害発生期間を少なく
でき、環境保全上好ましい結果を得ることができる。剛
昇降架台は、繁状構造体の壁体に設けるガィドレール
に沿って昇降させるようにするため、耐風安定性が良い
Therefore, work efficiency is increased and the construction period is shortened, and since the construction period is shortened, the period during which pollution such as noise occurs can be reduced, and favorable results in terms of environmental conservation can be obtained. The rigid elevating frame has good wind resistance and stability because it is raised and lowered along guide rails provided on the walls of the traditional structure.

【ii0 ガイドレールは塔状構造体の外郭壁面の補岡
山を行うことができるため、地震、台風等に対する構造
上、施工上の安定性が大きく、比較的正確な据付精度を
保持することができる。
[ii0 The guide rail can be used to supplement the outer wall of the tower-like structure, so it has great structural and construction stability against earthquakes, typhoons, etc., and can maintain relatively accurate installation accuracy. .

‘W 補肋架横、ガイドレール、更には架設用メインタ
ワー、水平支保工、プラットホーム等を紙合せることに
より非常に安定した架機系を構成し得るので、安全作業
が期待できる。
'W By aligning the sides of the supplementary ribs, guide rails, main tower for erection, horizontal support, platform, etc., a very stable frame system can be constructed, so safe work can be expected.

M 上記肋項から、及び昇降架台が巻上磯によって架設
用メインタワーの頂部より構造体壁面のガイドレールに
沿って昇降し得るよう吊下げ支持されていることから、
平面直径が大径である塔状構造物にも対処することがで
きる。
M From the above clause, and from the fact that the lifting platform is suspended from the top of the main construction tower by a hoisting rock so that it can be moved up and down along the guide rail on the wall of the structure,
It is also possible to deal with tower-like structures having a large planar diameter.

Mー 上記肋項から、並びに作業の進展につれて、順次
ガイドレールを継足したり、補助架横やプラットフオー
ム等を上方へ移動させることができることから、塔状構
造物の高層化に対処することができる。
M - From the above-mentioned point, and as the work progresses, it is possible to add guide rails and move the sides of the auxiliary racks, platforms, etc. upwards, so it is possible to cope with the increase in the height of tower-like structures. can.

剛 従来の如き大型タワークレーンや大量の足場を必要
としないので、装置全体が安価になり、建設費も低減す
ることができる。
Tsuyoshi: Since there is no need for large tower cranes or large amounts of scaffolding as in the past, the entire device is inexpensive and construction costs can be reduced.

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

第1図は架設中の搭状構造物の平面図、第2図は第1図
のローロ線における縦断面図、第3図は第2図の要部拡
大図、第4図は作業区画の斜視図、第5図は水平支保工
の部分的な正面図、第6図は第5図の平面図、第7図イ
,口は作業工程を示す部分説明図である。 1・・・・・・塔状構造物、la・・・・・・塔状構造
体、2…・・・架設用メインタワー、8・・・・・・第
1の作業区画、9・・・・・・第2の作業区画、10・
・…・第1の補助架横、10′…・・・第2の補助架横
、14,16・・・・・・昇降架台、15・・・・・・
ガイドレール、21・・・・・・水平支保工。 第1図 第2図 第5図 第6図 第3図 第7図 図, 寸 三縦
Figure 1 is a plan view of the tower-like structure under construction, Figure 2 is a vertical sectional view taken along the Rolo line in Figure 1, Figure 3 is an enlarged view of the main parts of Figure 2, and Figure 4 is a diagram of the work area. 5 is a partial front view of the horizontal support, FIG. 6 is a plan view of FIG. 5, and FIG. 7 is a partial explanatory view showing the working process. 1... Tower-like structure, la... Tower-like structure, 2... Main tower for construction, 8... First work section, 9... ...Second work area, 10.
....First auxiliary rack side, 10'...Second auxiliary rack side, 14,16...Elevating rack, 15...
Guide rail, 21...Horizontal support. Figure 1 Figure 2 Figure 5 Figure 6 Figure 3 Figure 7

Claims (1)

【特許請求の範囲】[Claims] 1 建設すべき塔状構造物の縦軸線位置に設ける架設用
メインタワーと、2本の縦部材及び該縦部材の上端間を
連結した横部材より正面から見て■型に形成してなり、
塔状構造物を建設すべく既に途中まで建設された架設ユ
ニツトからなる塔状構造体における上部周壁の4ないし
12等分に区分した位置に上方への架設替え可能に周方
向に交互に並べて設ける第1及び第2の補助架構と、該
第2の補助架構の横部材に移動可能に備えたユニツト吊
上げ装置と、塔状構造体から離れた位置にて円環状に接
続されるよう前記各補助架構に支持させるプラツトフオ
ームと、前記第2の補助架構位置にて巻上機により前記
メインタワーの頂部から昇降可能に吊下げ支持され且つ
前記縦軸線へ向けて水平方向移動可能な台車を備えた昇
降架台と、前記第1の補助架構位置にて巻上機により前
記メインタワーの頂部から昇降可能に吊下げ支持され且
つクレーンを備えた昇際架台と、前記各昇降架台が塔状
構造体の壁面に沿つて昇降し得るよう塔状構造体の壁面
に沿い上方向に継足し可能に設ける夫夫のガイドレール
と、前記補助架構とメインタワーとの間に配置する伸縮
可能な水平支保工、とを有することを特徴とする塔状構
造物の架設装置。
1. A main tower for erection installed at the vertical axis of a tower-like structure to be constructed, two vertical members, and a horizontal member connecting the upper ends of the vertical members, formed into a ■ shape when viewed from the front,
In order to construct a tower-like structure, they are arranged alternately in the circumferential direction at positions divided into 4 to 12 equal parts on the upper peripheral wall of a tower-like structure consisting of erection units that have already been constructed halfway. A first and second auxiliary frame, a unit lifting device movably provided on a horizontal member of the second auxiliary frame, and each of the auxiliary units connected in a ring at a position remote from the tower-like structure. a platform supported by the frame; and a dolly that is suspended from the top of the main tower so that it can be raised and lowered by a hoist at the second auxiliary frame position, and that is movable in the horizontal direction toward the vertical axis. an elevating frame that is suspended from the top of the main tower at the first auxiliary frame position by a hoist and is equipped with a crane; each of the elevating frames is a tower-like structure; A husband's guide rail that can be added upward along the wall of the tower-like structure so that it can be moved up and down along the wall, and an expandable horizontal support that is arranged between the auxiliary frame and the main tower. , A tower-like structure erection device comprising:
JP51019208A 1976-02-24 1976-02-24 Erection equipment for tower-like structures Expired JPS6035512B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP51019208A JPS6035512B2 (en) 1976-02-24 1976-02-24 Erection equipment for tower-like structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP51019208A JPS6035512B2 (en) 1976-02-24 1976-02-24 Erection equipment for tower-like structures

Publications (2)

Publication Number Publication Date
JPS52101846A JPS52101846A (en) 1977-08-26
JPS6035512B2 true JPS6035512B2 (en) 1985-08-15

Family

ID=11992938

Family Applications (1)

Application Number Title Priority Date Filing Date
JP51019208A Expired JPS6035512B2 (en) 1976-02-24 1976-02-24 Erection equipment for tower-like structures

Country Status (1)

Country Link
JP (1) JPS6035512B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105937327A (en) * 2016-06-28 2016-09-14 中国电力工程顾问集团中南电力设计院有限公司 Steel structure cooling tower containing oppositely-pulling cables
JP2021046721A (en) * 2019-09-18 2021-03-25 日鉄エンジニアリング株式会社 Assembly jig of steel derrick, and assembly method of steel derrick

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105937327A (en) * 2016-06-28 2016-09-14 中国电力工程顾问集团中南电力设计院有限公司 Steel structure cooling tower containing oppositely-pulling cables
JP2021046721A (en) * 2019-09-18 2021-03-25 日鉄エンジニアリング株式会社 Assembly jig of steel derrick, and assembly method of steel derrick

Also Published As

Publication number Publication date
JPS52101846A (en) 1977-08-26

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