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JPS582283B2 - Scaffolding equipment for erecting suspension bridge cables - Google Patents
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JPS582283B2 - Scaffolding equipment for erecting suspension bridge cables - Google Patents

Scaffolding equipment for erecting suspension bridge cables

Info

Publication number
JPS582283B2
JPS582283B2 JP9665675A JP9665675A JPS582283B2 JP S582283 B2 JPS582283 B2 JP S582283B2 JP 9665675 A JP9665675 A JP 9665675A JP 9665675 A JP9665675 A JP 9665675A JP S582283 B2 JPS582283 B2 JP S582283B2
Authority
JP
Japan
Prior art keywords
rope
truck
construction
trolley
flooring
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
JP9665675A
Other languages
Japanese (ja)
Other versions
JPS5220635A (en
Inventor
古賀功男
足立之彦
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.)
Nippon Steel Corp
Original Assignee
Nippon Steel Corp
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 Nippon Steel Corp filed Critical Nippon Steel Corp
Priority to JP9665675A priority Critical patent/JPS582283B2/en
Publication of JPS5220635A publication Critical patent/JPS5220635A/en
Publication of JPS582283B2 publication Critical patent/JPS582283B2/en
Expired legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Description

【発明の詳細な説明】 本発明は、吊橋のケーブル類架設用の吊足場(キャット
ウオーク)の架説において、この吊足場を構成している
床材を、主塔項間に張渡した多数本のロープにセットし
た供給台車と、架設台車とにより安全かつ迅速に架設す
る装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to the construction of a suspended scaffold (catwalk) for installing cables of a suspension bridge. This invention relates to a device for safely and quickly erecting a book using a supply cart set on a rope and an erecting cart.

従来、この種のキャットウオークの構成床材を架設する
工法として、主塔項間に張渡した多数本のロープ上に床
材を主塔頂附近で1パネルずつ組込みながら床材の自重
を利用して径間中央へ向って順次滑らせて架設するスラ
イディング工法が通常行なわれている。
Conventionally, the construction method for constructing the constituent flooring for this type of catwalk was to utilize the own weight of the flooring by assembling the flooring one panel at a time near the top of the main tower onto multiple ropes strung between the main towers. The sliding construction method, in which the bridge is constructed by sliding it sequentially toward the center of the span, is commonly used.

しかしこの工法の場合、中小径間すなわち700m程度
までは、径間の1/4点附近まで床材の自重で滑らせ、
それ以後172点までは、ロープの傾斜が弛くなり床材
とロープとの摩擦により自重による滑りが難しくなるた
めに主塔間に張渡したホーリングロープ又はウインチロ
ープで牽引して径間中央点まで順次架設するが、700
m以上の大径間においては、径間174点附近まではロ
ープの傾斜を利用して床材の自重で滑らせて架設できる
が、1/4点以後については、ロープの傾斜が弛く床材
の牽引力が非常に増大する。
However, in the case of this construction method, for small to medium spans, that is, up to about 700 m, the flooring is allowed to slide under its own weight until about 1/4 of the span.
After that, up to point 172, the slope of the rope becomes slack and the friction between the flooring and the rope makes it difficult to slide due to its own weight, so it is pulled by a hauling rope or winch rope stretched between the main towers to the center point of the span. The construction will be carried out sequentially up to 700
For large spans of 1.2 m or more, it is possible to use the slope of the rope up to the 174th point of the span to allow the floor material to slide under its own weight, but after the 1/4 point, the slope of the rope becomes loose. The traction force of the material is greatly increased.

従って床材を牽引するホーリングロープ又はウインチロ
ープの径が太くなり、またこれを駆動する機械設備も大
型となり、床材の架設速度も塔頂での床材のパネル単位
の組込みに従って継続的に引出すため非常に遅くなり、
しかもスライド後において床材の位置を修正したり、さ
らにスライド完了までは床材取付け用ボルトをルーズに
締めているため台風対策を施す必要がある等の欠点があ
る。
Therefore, the diameter of the hauling rope or winch rope that pulls the flooring becomes thicker, the mechanical equipment that drives it also becomes larger, and the speed at which the flooring is erected continues to increase as the flooring is assembled panel by panel at the top of the tower. becomes very slow,
Furthermore, there are drawbacks such as the need to correct the position of the flooring material after sliding, and the need to take measures against typhoons since the bolts for attaching the flooring material are loosely tightened until the sliding is completed.

本発明は、上記の欠点を排除し、吊足場構成用床材を効
率的に供給し作業能率を向上せしめ強風の被害を防止す
るもので、その構成は、吊橋等の主塔頂1,2の間に平
行状態で架設されている多数のロープ3に、足場構成用
床材12を供給する供給台車4の上方に設けた車輪6を
移動可能に掛けて吊下げ、床材12を前記ロープ3に取
付作業を行なう架設台車5の上方に設けた車輪6を掛け
てロープ3に吊下げ、供給台車4と、架設台車5とをロ
ープ3の長手方向に連結又は離間可能に並夕1ル、床材
12を載置した載替台車13を供給台車4と架設台車5
とに移動可能に乗載し、架設台車5にはロープ3に固定
するクランプジャッキ26、28等のクランプ機構とト
ラバースシリンダー30等の移動機構を設けたことを特
徴とする吊橋ケーブル類架設用吊足場の架設装置である
The present invention eliminates the above-mentioned drawbacks, efficiently supplies flooring materials for constructing suspended scaffolding, improves work efficiency, and prevents damage from strong winds. The wheels 6 provided above the supply cart 4 for supplying the scaffold construction flooring material 12 are movably hung on a large number of ropes 3 which are installed in parallel between the ropes, and the flooring material 12 is suspended from the ropes. The wheels 6 provided above the construction trolley 5 to be installed are hung on the rope 3, and the supply trolley 4 and the construction trolley 5 are connected or separated in the longitudinal direction of the rope 3. , the transfer trolley 13 on which the flooring material 12 is placed is transferred to the supply trolley 4 and the erection trolley 5.
A suspension for constructing suspension bridge cables, which is movably mounted on a suspension bridge cable, and is equipped with a clamp mechanism such as clamp jacks 26 and 28 fixed to a rope 3, and a moving mechanism such as a traverse cylinder 30 on the construction trolley 5. This is a scaffold erection device.

次に本発明の供給台車及び架設台車とによるキャットウ
オーク床材の架設装置を説明すると、主塔頂1,2間に
張渡されているロープ3に供給台車4及び架設台車5を
多数の車輪6によって吊下げる。
Next, an explanation will be given of an apparatus for constructing catwalk flooring using a supply truck and an erection truck according to the present invention. Hang by 6.

この供給台車4及び架設台車5の床材組立て位置への移
動は、アンカー7,8間に主塔頂1,2を介してエンド
レスに張渡されたホーリングロープ9に連結し駆動装置
10によって供給台車4の移動を行ない、また床組位置
での架設台車5の移動は、ロープ3を反力とした牽引機
11によって行なう。
The movement of the supply cart 4 and the erection cart 5 to the flooring assembly position is carried out by a driving device 10 connected to a hauling rope 9 stretched endlessly between the anchors 7 and 8 via the main tower tops 1 and 2. The carriage 4 is moved, and the erection carriage 5 is moved at the floor assembly position by a traction machine 11 using the rope 3 as a reaction force.

なお牽引機11は広く一般の可撓線上における自走牽引
装置としても使用できるものである。
The traction machine 11 can also be used as a self-propelled traction device on a widely used flexible cable.

供給台車4及び架設台車5には、床材12を供給台車4
より架設台車5へ載替える装置として載替台車13を設
け、この載替台車13は自在車14により支持し、自在
車14は受板15上を移動し、架設台車5側の受板15
は片側ピン構造16とし、供給台車4側の受板15は2
段構造とし載替台車13を下段受板17に納めるように
なっている。
The supply truck 4 and the construction truck 5 are supplied with flooring material 12.
A transfer trolley 13 is provided as a device for transferring to the erection trolley 5, and this transfer trolley 13 is supported by a swivel carriage 14. The swivel carriage 14 moves on a support plate 15, and
has one side pin structure 16, and the receiving plate 15 on the supply cart 4 side has 2
It has a tiered structure so that the transfer trolley 13 is housed in the lower receiving plate 17.

なおロープ3は床材架設用と、供給台車及び架設台車走
行用とに兼用することができる。
Note that the rope 3 can be used both for constructing the floor material and for running the supply truck and the construction truck.

供給台車4の載替台車13にキャットウオーク床組を構
成する金網18とこれを押える横梁19及び固定ボルト
20等の床材12と手摺支柱21を適当な数量だけ主塔
頂1で積載する。
A wire mesh 18 constituting a catwalk floor assembly, a cross beam 19 for pressing it down, a floor material 12 such as fixing bolts 20, and a handrail support 21 are loaded in appropriate quantities on a transfer truck 13 of a supply truck 4 at the top of the main tower 1.

次に供給台車4と架設台車5とを連結してホーリングロ
ープ9を駆動することにより床材12の組立て位置へ運
搬し、供給台車4より架設台車5へ床材12を載替え供
給台車4は折リングロープ9を逆転して主塔頂1へ返引
し、供給台車4が主塔頂1へ到着すると供給台車4より
載替台車13を主塔項1部に設けた床材12の仮置場2
2へ引出し床材12を積載し再び供給台車4へ納めてお
く。
Next, the supply truck 4 and the erection truck 5 are connected and the hauling rope 9 is driven to transport the flooring 12 to the assembly position, and the flooring 12 is transferred from the supply truck 4 to the erection truck 5. The folding ring rope 9 is reversed and returned to the top 1 of the main tower, and when the supply truck 4 arrives at the top 1 of the main tower, a transfer truck 13 is transferred from the supply truck 4 to the temporary flooring 12 installed in the first section of the main tower. Storage area 2
The drawer flooring material 12 is loaded onto the tray 2 and then stored in the supply truck 4 again.

床材12の組立て位置での架設台車5では、作業員が1
枚の金網18をロープ3の間よりロープ3の上面に取付
け、さらに架設台車5に載っている横梁19によりロー
プ3にボルト20で固定しまた横梁19の両端部には手
摺支柱21を固定する。
On the construction trolley 5 at the assembly position of the flooring 12, a worker
A piece of wire mesh 18 is attached to the upper surface of the rope 3 from between the ropes 3, and further fixed to the rope 3 with bolts 20 using a cross beam 19 mounted on the construction cart 5, and handrail supports 21 are fixed to both ends of the cross beam 19. .

次に架設台車5を主塔頂1に向って牽引機11により主
塔頂1に向って所定距離(1枚の床材12を設置するの
に必要な距離)移動させたのち停止する。
Next, the construction truck 5 is moved toward the main tower top 1 by a traction machine 11 a predetermined distance (the distance required to install one flooring 12) and then stopped.

架設台車5を移動させる牽引機11は、ロープ3の上に
多数のローラ23によって支持されており、この牽引機
11は油圧動力によって駆動される。
A traction machine 11 for moving the construction truck 5 is supported by a large number of rollers 23 on the rope 3, and this traction machine 11 is driven by hydraulic power.

油圧動力は、架設台車5のフレーム24に固定され、牽
引機11に数本のホース25によって動力を供給する。
Hydraulic power is fixed to the frame 24 of the construction truck 5 and is supplied to the traction machine 11 through several hoses 25 .

牽引機11の移動は、クランプジャッキ26を引込み掴
索機27によってロープ3を掴み、次にクランプジャッ
キ2Bを押出し掴索機29を解放し、かくしてトラバー
スシリンダー30を押出し、前部握索機31を前進させ
、次いでクランプジャッキ28を引込み掴索機29によ
って前部握索機31とロープ3とをクランプする。
To move the traction machine 11, the clamp jack 26 is pulled in and the rope 3 is grabbed by the rope gripping machine 27, and then the clamp jack 2B is pushed out and the rope gripping machine 29 is released. is moved forward, and then the clamp jack 28 is pulled in and the front rope gripper 31 and the rope 3 are clamped by the rope gripper 29.

クランプジャッキ26を押出し掴索機27を解放してト
ラバースシリンダー30を引込むことによって架設台車
5を移動させる。
The construction truck 5 is moved by pushing out the clamp jack 26, releasing the grabber 27, and retracting the traverse cylinder 30.

以下同様な操作によって動作を反復させる。The operation is then repeated by similar operations.

次いで再び架設台車5から1枚の金網18をロープ3上
面へ取付けたのち、その金網18を横梁19によりボル
ト20でロープ3に固定し、かつ横梁19の両端部に手
摺支柱21を固定する。
Next, a piece of wire mesh 18 is again attached to the upper surface of the rope 3 from the construction truck 5, and then the wire mesh 18 is fixed to the rope 3 with bolts 20 via the cross beams 19, and handrail supports 21 are fixed to both ends of the cross beams 19.

次に再び牽引機11により架設台車5を所定距離移動し
たのち同様の作業を反復して行なって架設台車5上の床
材12が無くなると、供給台車4によって床材12を主
塔頂1より架設台車5まで運搬し、供給台車4と架設台
車5とを連結すると、架設台車5側の載替台車13を供
給台車4の下段受板17に引張って納めた後、供給台車
4側の床材12を積載した載替台車13を架設台車5の
受板15上を引張って載替えて床材12を架設台車5へ
供給する。
Next, the construction truck 5 is moved a predetermined distance by the traction machine 11 again, and the same operation is repeated until the flooring 12 on the construction truck 5 runs out. After transporting the vehicle to the construction vehicle 5 and connecting the supply vehicle 4 and the construction vehicle 5, the transfer vehicle 13 on the construction vehicle 5 side is pulled and stored on the lower receiving plate 17 of the supply vehicle 4, and then the transfer vehicle 13 is pulled onto the floor of the supply vehicle 4 side. The floor material 12 is supplied to the construction truck 5 by pulling the transfer truck 13 loaded with the flooring material 12 over the receiving plate 15 of the construction truck 5.

以下この作業を反復して行なって、主塔頂1の近くまで
床材12を組立てたのち、供給台車4及び架設台車5を
除去し、次いで供給台車4及び架設台車5を外したあと
に床材12を組立て固定して床組の架設を完了する。
After repeating this operation and assembling the flooring 12 up to the vicinity of the main tower top 1, the supply truck 4 and the construction truck 5 are removed. The members 12 are assembled and fixed to complete the construction of the floor assembly.

本発明を実施する場合、主塔頂1,2間を1組の供給台
車4及び架設台車5を用いて一方の主塔頂1から他方の
主塔頂2に向って床材12を順次組立て固定していって
もよいが、2組の供給台車4及び架設台車5を使用し主
塔頂1,2間の中間部から各主塔頂1,2に向って床材
12を順次架設してゆけば組立て能率を倍増させること
ができる。
When carrying out the present invention, the flooring 12 is sequentially assembled between the main tower tops 1 and 2 from one main tower top 1 to the other main tower top 2 using a set of supply carts 4 and erection carts 5. Although it may be fixed, the flooring material 12 may be erected sequentially from the intermediate part between the main tower tops 1 and 2 toward each main tower top 1 and 2 using two sets of supply carts 4 and erection carts 5. If you continue to do so, you can double your assembly efficiency.

また供給台車4及び架設台車5を移動させる手段として
は、他の任意の手段を採用してもよい。
Moreover, as a means for moving the supply truck 4 and the construction truck 5, any other arbitrary means may be employed.

この装置は、架設台車5によって床材12を順次ロープ
3の上の所定位置に組立てていくので、前記の従来のス
ライディング工法に比べてコープ3を摺擦損傷させる恐
れがなく、床材12の架設を容易にかつ安全にしかも迅
速に行なうことができ、さらに床材12がロープ3の上
でずれ動かないため、床材12の位置修正を行なったり
、台風対策を施す手数を省略することができ、また架設
台車5への床材12の供給を供給台車4によって行なう
ため、床材12の供給のため組立てを一時中断すること
がなく、したがって床材12の架設で工期を短縮するこ
とができる等の効果がある。
In this device, the flooring 12 is sequentially assembled onto the rope 3 at predetermined positions using the construction cart 5, so there is no risk of rubbing damage to the cope 3 compared to the conventional sliding construction method, and the flooring 12 is Erection can be carried out easily, safely and quickly, and since the flooring material 12 does not shift or move on the rope 3, it is possible to omit the trouble of adjusting the position of the flooring material 12 or taking measures against typhoons. Furthermore, since the flooring material 12 is supplied to the erection vehicle 5 by the supply vehicle 4, there is no need to temporarily interrupt the assembly for supplying the flooring material 12, and therefore the construction period for erection of the flooring material 12 can be shortened. There are effects such as being able to do it.

【図面の簡単な説明】 第1図は供給台車での床材の運搬供給及び架設台車での
床材の組込み状態を示す概略の側面図、第2図は同上の
平面図、第3図はキャットウオークの構成部材の斜視図
、第4図は供給台車と架設台車の概略を示す側面図、第
5図は同上の平面図、第6図は同上の正面図、第7図は
架設台車牽引機の斜視図、第8図は供給台車と架設台車
の斜視図、第9図aは受板端部の側面図、第9図bは同
上の正面図である。 1,2は主塔項、3はロープ、4は供給台車、5は架設
台車、6は車輪、7,8はアンカー、9はホーリングロ
ープ、10は駆動装置、11は牽引機、12は床材、1
3は載替台車、14は自在車、15は受板、16は片側
ピン構造、17は下段受板、18は金網、19は横梁、
20はボルト、21は手摺支柱、23はローラ、24は
フレーム、25はホース、26,28はクランプジャッ
キ、27 ,29は掴索機、30はトラバースシリンダ
ー、31は握索機。
[Brief explanation of the drawings] Figure 1 is a schematic side view showing the state of the flooring material being transported and supplied by the supply truck and the flooring material is installed in the erection truck, Figure 2 is a plan view of the same, and Figure 3 is the top view of the same. A perspective view of the components of the catwalk, FIG. 4 is a side view schematically showing the supply truck and the erection truck, FIG. 5 is a plan view of the same as the above, FIG. 6 is a front view of the same as the above, and FIG. FIG. 8 is a perspective view of the supply truck and erection truck, FIG. 9a is a side view of the end of the receiving plate, and FIG. 9b is a front view of the same. 1 and 2 are main tower sections, 3 is a rope, 4 is a supply truck, 5 is an erection truck, 6 is a wheel, 7 and 8 are anchors, 9 is a hauling rope, 10 is a drive device, 11 is a traction machine, and 12 is a floor Material, 1
3 is a transfer trolley, 14 is a swivel car, 15 is a receiving plate, 16 is a pin structure on one side, 17 is a lower receiving plate, 18 is a wire mesh, 19 is a cross beam,
20 is a bolt, 21 is a handrail post, 23 is a roller, 24 is a frame, 25 is a hose, 26 and 28 are clamp jacks, 27 and 29 are rope grippers, 30 is a traverse cylinder, and 31 is a rope gripper.

Claims (1)

【特許請求の範囲】[Claims] 1 吊橋等の主塔項間に平行状態で架設されている多数
本のロープに、足場構成用床材を供給する供給台車の上
方を移動可能に吊下げ、床材を前記ロープに取付作業を
行なう架設台車の上方をロープに吊下げ、供給台車と、
架設台車とをロープの長手方向に連結又は離間可能に並
列し、床材を載置した載替台車を供給台車と架設台車と
に移動可能に乗載し、架設台車にはロープに固定するク
ランプ機構と移動機構を設けたことを特徴とする吊橋ケ
ーブル類架設用吊足場の架設装置。
1. A supply truck that supplies flooring material for scaffold construction is movably suspended from a large number of ropes installed in parallel between main tower sections of a suspension bridge, etc., and the flooring material is attached to the ropes. The upper part of the construction trolley to be carried out is suspended from a rope, and the supply trolley is connected to the
A clamp that connects the construction trolley in the longitudinal direction of the rope or connects it in parallel so that it can be separated from the rope, allows the transfer trolley on which flooring material is placed to be movably mounted on the supply trolley and the erection trolley, and fixes it to the rope on the erection trolley. A device for constructing a suspended scaffold for constructing suspension bridge cables, characterized by having a mechanism and a moving mechanism.
JP9665675A 1975-08-11 1975-08-11 Scaffolding equipment for erecting suspension bridge cables Expired JPS582283B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9665675A JPS582283B2 (en) 1975-08-11 1975-08-11 Scaffolding equipment for erecting suspension bridge cables

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9665675A JPS582283B2 (en) 1975-08-11 1975-08-11 Scaffolding equipment for erecting suspension bridge cables

Publications (2)

Publication Number Publication Date
JPS5220635A JPS5220635A (en) 1977-02-16
JPS582283B2 true JPS582283B2 (en) 1983-01-14

Family

ID=14170865

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9665675A Expired JPS582283B2 (en) 1975-08-11 1975-08-11 Scaffolding equipment for erecting suspension bridge cables

Country Status (1)

Country Link
JP (1) JPS582283B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114164758B (en) * 2021-11-16 2024-03-12 中铁广州工程局集团有限公司 A construction method for tunnel anchor loose cable saddle swing installation under limited space conditions

Also Published As

Publication number Publication date
JPS5220635A (en) 1977-02-16

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