JP4238329B2 - Column material and beam erection method and apparatus - Google Patents

Column material and beam erection method and apparatus Download PDF

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Publication number
JP4238329B2
JP4238329B2 JP2000004715A JP2000004715A JP4238329B2 JP 4238329 B2 JP4238329 B2 JP 4238329B2 JP 2000004715 A JP2000004715 A JP 2000004715A JP 2000004715 A JP2000004715 A JP 2000004715A JP 4238329 B2 JP4238329 B2 JP 4238329B2
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unit
erection
construction
machine
transport cart
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JP2001193005A (en
Inventor
由幸 小原
真作 徳永
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Shimizu Corp
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Shimizu Corp
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Description

【0001】
【発明の属する技術分野】
本発明は、新交通システムのための柱材と梁材の架設方法及びその装置に関するものである。
【0002】
【従来の技術】
都市域での交通渋滞を解消する目的から、道路上の空間を利用してモノレール等比較的軽便な新交通システムを導入することが考えられている。この場合、車線架設物としての柱材は直径約600mmで、長さは5m位、梁材は断面約400mm×600mmで、スパーンは12m〜15m程度であり、各々の重量も3t位の規模が予想されている。
従来、これらの柱材や梁材を架設するには、道路上にレッカーを配置して道路に沿って移動しながら順次架設することが最も経済的で手っ取り早い方法とされているが、そのためには既設道路の一部占拠と交通規制が必要になる。従って、架設工事中に交通渋滞等の混乱を引き起こしてしまう。
【0003】
【発明が解決しようとする課題】
本発明は、上記従来の架設方法における問題を解消するためになされ、道路上にレッカーを配置せず、既設道路の一部占拠と交通規制をしなくても柱材と梁材とを道路の上方から架設できるようにした、柱材と梁材の架設方法及びその装置を提供することを目的とする。
【0004】
【課題を解決するための手段】
この目的達成するための技術的手段として、本発明は、柱材と梁材とをヒンジで結合して開閉可能のユニットを形成し、先に設けたユニット揚重部を起点として前記ユニットにより架設した車線部に沿って移動可能なジブクレーン状の架設機械と運搬台車とを設け、この運搬台車にて前記ユニットを折り畳んだ状態で前記ユニット揚重部から施工場所に待機している前記架設機械まで搬送し、そのユニットを架設機械に受け渡した後運搬台車は次のユニットを搬送すべく前記ユニット揚重部に戻り、架設機械は受け取ったユニットを前方に移動させると共に、所定の形状に広げて架設し、これを繰り返すことで前記車線部を順次延長形成するようにした柱材と梁材の架設方法を要旨とする。
この架設方法において、前記架設機械は、所定角度旋回させることで受け取ったユニットを前方と側方に交互に振り分けて架設し、2車線部を同時に架設することを要旨とする。
又、柱材と梁材とをヒンジで結合して開閉可能に形成したユニットを、順次架設連結することにより車線部を形成する装置であって、先に設けたユニット揚重部を起点として前記ユニットにより架設した車線部に沿って移動可能なジブクレーン状の架設機械と運搬台車とを備え、この運搬台車は、折り畳まれた状態の前記ユニットをユニット揚重部から施工場所に待機している前記架設機械まで搬送し、この架設機械は、搬送されたユニットを受け取ると共に、前方に移動して所定の形状に開いて架設するようにした柱材と梁材とからなるユニットの架設装置を要旨とする。
この架設装置において、前記運搬台車は、自走運搬台車と従動運搬台車とから構成されたことを要旨とする。
【0005】
【発明の実施の形態】
次に、本発明に係る柱材と梁材の架設方法及び装置の実施形態を添付図面に基づいて説明する。
図1は、架設状態を示す説明図であり、10はジブクレーン状の架設機械であり、ユニット揚重部(図示せず)を起点として先に架設されたユニット20Aの梁材22Cに沿って移動可能に装着され、次のユニット20を架設する時には既設ユニット20Aの前端部に固定される。
【0006】
この架設機械10は、図2(a)のように基台11の下部に係合部12が設けられ、この係合部12は略門型に形成されると共に、既設ユニット20Aの梁材22Cを跨ぐようにして載置され、係合部12の下部及び両側部に取り付けられた複数のローラ13が、梁材22Cの上面及び両側面に対し転動可能に接触している。
【0007】
又、架設機械10の係合部12には、アクチュエータ付きのアップリフト受け14と転倒モーメント受け15とが取り付けられ、架設機械10の直立姿勢を安定的に保持する。転倒モーメント受け15は、既設ユニット20Aの柱材21Bに係止した時には架設機械10を前端部(施工場所)に固定し、係止を解除した時には新設ユニット20の梁材22に沿って架設機械10を移動できるようにしてある。
【0008】
前記基台11の上部には略門型の枠部16が設けられ、運搬台車30から受け取った折り畳み状態のユニット20を通過させて前方に移動できるようにしてある。更に、基台11上には巻き上げウインチ17と起伏ウインチ18とが前記枠部16を挟むようにして両側に載置されている。
【0009】
前記運搬台車30は、自走運搬台車31と従動運搬台車32とから構成され、既設ユニット20Aの梁材22Cに沿ってこの梁材22Cをガイドとして移動できるように形成され、前記折り畳み状態のユニット20をユニット揚重部から施工場所まで搬送する。
【0010】
自走運搬台車31は、図2(b)のように基台31aの下部に略門型の係合部31bが設けられ、この係合部31bが既設ユニット20Aの梁材22Cに跨るように係合され、且つ係合部31bの下部及び両側部に取り付けられた複数のローラ31cが、梁材22Cの上面及び両側面に対し転動可能に接触している。
又、係合部31bの両側にはアクチュエータ付きのロック装置31dが取り付けられ、自走運搬台車31の停止時にその位置を保持できるようにしてある。更に、基台31aの上部には、ユニット20の梁材22を受け止して把持する開閉部31eが取り付けられている。
【0011】
従動運搬台車32は、自走運搬台車31と同様の構成であり、図1のように基台32aの下部に設けられた係合部32bが既設ユニット20Aの梁材22Cに跨るように係合され、この係合部32bの下部及び両側部に取り付けられた複数のローラ32cが、梁材22Cの上面及び両側面に対し転動可能に接触し、係合部32bの両側にはアクチュエータ付きのロック装置32dが取り付けられている。又、基台32aの上部にはユニット20の柱材21を受け止して把持する開閉部32eが取り付けられている。この従動運搬台車32は、ユニット揚重部に戻る際には自走運搬台車31と連結可能に形成されている。
【0012】
前記ユニット20は、柱材21と梁材22とがヒンジ23で結合されて開閉可能に形成され、梁材22の端部に設けられた柱固定用のレバー付きチェーンブロック24と柱材21の端部との間にプーリー25を介して吊りワイヤ26を掛け、これにより柱材21をヒンジ23により閉じて折り畳み状態に保持できるようにしてある。
【0013】
図3〜図7は架設工程を示すもので、先ず図3のようにユニット揚重部を起点として既設された最先のユニット20Aの前端部に架設機械10を固定し、運搬台車30にて折り畳み状態のユニット20をユニット揚重部から架設機械10まで搬送する。この時、自走運搬台車31は開閉部31eにて梁材22の端部を受け止固定し、従動運搬台車32は開閉部32eにて柱材21の端部を受け止固定し、自走運搬台車31を駆動させることでユニット20を運搬する。
【0014】
次いで、図4のように従動運搬台車32が架設機械10に到達した時点で自走運搬台車31を一旦停止させ、搬送してきたユニット20を架設機械10に受け渡す。受け渡しに際しては、架設機械10の枠部16を貫通して突出したユニット20の前端部をフック19で吊り、従動運搬車32の開閉部32eを開いてユニット20の柱材21を開放する。
【0015】
この後、図5のように自走運搬台車31を前進させてユニット20を前方に移動させると共に、自走運搬台車31が従動運搬台車32に連結した時点で停止させ、ユニット20の重心をフック19で吊り直し、自走運搬台車31の開閉部31eを開いてユニット20の梁材22を開放する。これにより、ユニット20の受け渡し作業が完了する。自走運搬台車31及び従動運搬台車32は、停止時に前記ロック装置31d、32dをそれぞれ作動させて停止状態を保持し、ユニット20の受け渡し時に妄りに前後動しないようにする。これは安定性を保持するためである。
【0016】
ユニット20の受け渡し後、図6のように架設機械10は起伏ウインチ18によりジブを伏せながら、巻き上げウインチ17でフック19を巻き上げることでユニット20を水平状態で前進させ、枠部16を完全に通過させると共にジブを旋回させることで角度調整をしユニット20を位置決めする。一方、運搬台車30は、自走運搬台車31と従動運搬台車32とが連結状態でユニット揚重部に向かって戻り、次のユニットを取りに行く。
【0017】
ユニット20の位置決め後、図7のようにレバー付きチェーンブロック24を解除し、吊りワイヤ26を繰り出しながら柱材21を自重によりヒンジ23回りに回動させて開き、その基部21aを道路40に固定し、梁材22の端部は既設ユニット20Aの柱材21Bに取り付けて梁材22Cに連結する。
【0018】
このようにして、ユニット20を既設ユニット20Aの先端に架設し連結することができ、この架設工程を繰り返し行うことで車線部を順次延長して形成することができる。ユニット20の架設後に、フック19及び吊りワイヤ26等を外し、架設機械10を元の直立姿勢に復帰させてから、転倒モーメント受け15を緩めて固定を解除し、ユニット20の梁材22をガイドとして前進させ、その前端部に固定することで次工程の準備が終了する。架設機械10には適宜の移動手段(図略)を組み込み、この移動手段によって架設機械10を移動させることが好ましい。そして、再び図3〜図7の工程を経て次のユニットが架設される。
【0019】
図8は、本発明の他の実施形態を示すもので、2車線部を同時に架設できる点に特徴を有するものである。この場合、前記実施形態における図3〜図6までの工程は同じであるから図示は省略し説明も省略するが、前記運搬台車30によって受け渡しされたユニット20を前方と側方に交互に振り分けて架設することで車線部P、Qを同時に延長形成する。
【0020】
つまり、架設機械10のジブの旋回を利用し、車線部Pと車線部Qとにユニット20を交互に位置付けて架設するのである。ユニット20の位置付け後は、前記実施形態における図7に示す工程にて架設し、この架設工程は車線部P、Q共に共通である。このようにして、平行する2車線部P、Qを同時に架設できるので能率的であり、工期の短縮を図ることが可能となる。
【0021】
本発明においては、運搬台車30の移動及び架設機械10の動作、移動等は、すべてリモコン方式によって地上から遠隔操作できるように構成することが望ましい。又、運搬台車30及び架設機械10は、前記実施形態のものに限定されず、運搬台車30はユニット20をユニット揚重部から架設機械10まで効率良く且つ安定して搬送できる構造のものであれば良く、架設機械10はユニット20を速やかに受け取り且つ容易に位置付けられる構造のものであれば良い。
【0022】
【発明の効果】
以上説明したように、本発明によれば、都市域で新交通システムの車線部を架設するに際し、道路上にレッカーを配置せず、既設道路の一部占拠と交通規制をしなくても柱材と梁材とを道路の上方から架設できるようにしたので、架設工事中に交通渋滞等の混乱を引き起こすことがなく、しかも2車線部を同時に架設することも可能で、工期の短縮が図れる等の優れた効果を奏する。
【図面の簡単な説明】
【図1】本発明の実施形態を示すもので、柱材と梁材との架設状態を示す要部の説明図
【図2】(a)は架設機械の側面図、(b)は自走搬送台車の側面図
【図3】運搬台車によるユニットの搬送工程を示す説明図
【図4】ユニットを架設機械に受け渡す工程を示す説明図
【図5】ユニットの受け渡し完了時の状態を示す説明図
【図6】架設機械でユニットを前方に移動する工程を示す説明図
【図7】ユニットの柱材を開いて道路に架設する工程を示す説明図
【図8】ユニットを振り分けて2車線部を同時に架設する実施形態を示す説明図
【符号の説明】
10…架設機械
11…基台
12…係合部
13…ローラ
14…アップリフト受け
15…転倒モーメント受け
16…枠部
17…巻き上げウインチ
18…起伏ウインチ
19…フック
20…ユニット
21…柱材
22…梁材
23…ヒンジ
24…レバー付きチェーンブロック
25…プーリー
26…吊りワイヤ
30…運搬台車
31…自走運搬台車
32…従動運搬台車
40…道路
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a method for erection of pillars and beams for a new transportation system and an apparatus therefor.
[0002]
[Prior art]
For the purpose of eliminating traffic congestion in urban areas, it is considered to introduce a new light transportation system such as monorail using the space on the road. In this case, the pillar material as the lane construction is about 600 mm in diameter, about 5 m in length, the beam material is about 400 mm × 600 mm in cross section, the span is about 12 m to 15 m, and the weight of each is about 3 t. Expected.
Conventionally, in order to construct these pillars and beams, it is considered the most economical and quick method to install a tow truck on the road and move sequentially along the road. To that end, it will be necessary to occupy part of the existing road and restrict traffic. Therefore, it causes confusion such as traffic congestion during the construction work.
[0003]
[Problems to be solved by the invention]
The present invention is made in order to solve the problems in the conventional erection method described above, without placing a tow truck on the road, and without having to occupy part of the existing road and restrict traffic, the pillar material and the beam material are connected to the road. It is an object of the present invention to provide a column material and beam material erection method and apparatus capable of being erected from above.
[0004]
[Means for Solving the Problems]
As technical means for achieving this object, the present invention combines the column member and the beam member in the hinge forming the openable unit, the said unit to unit Agekasane portion provided above as a starting point The erection machine provided with a jib crane-like erection machine that can move along the erected lane and a transport cart, and the unit is folded by the transport cart and stands by from the unit lifting unit to the construction site After the unit is transferred to the erection machine, the transport carriage returns to the unit lifting unit to transfer the next unit, and the erection machine moves the received unit forward and expands it to a predetermined shape. The gist of the present invention is a method of erection of column members and beam members in which the lane portions are sequentially extended and formed by repeating the construction.
The gist of this erection method is that the erection machine lays the units received by turning a predetermined angle alternately and erected in the forward and lateral directions, and erections in two lanes at the same time.
In addition, a device that forms a lane portion by sequentially connecting a unit formed by connecting a column member and a beam member with a hinge so as to be openable and closable, and starting from the unit lifting portion provided earlier, A jib crane-like erection machine that can move along the lane portion constructed by the unit and a transport cart, the transport cart is waiting for the unit in the folded state from the unit lifting portion to the construction site Conveying to the erection machine, this erection machine receives the conveyed unit, moves forward, opens to a predetermined shape, and constructs a unit erection device consisting of a column member and a beam member. To do.
The gist of the present construction apparatus is that the transport cart is composed of a self-propelled transport cart and a driven transport cart.
[0005]
DETAILED DESCRIPTION OF THE INVENTION
Next, an embodiment of a column material and beam material erection method and apparatus according to the present invention will be described with reference to the accompanying drawings.
FIG. 1 is an explanatory view showing an installed state, and 10 is a jib crane-like installation machine, which moves along a beam member 22C of a unit 20A previously installed from a unit lifting part (not shown). When the next unit 20 is installed, it is fixed to the front end of the existing unit 20A.
[0006]
As shown in FIG. 2 (a), the erection machine 10 is provided with an engaging portion 12 at a lower portion of a base 11, and the engaging portion 12 is formed in a substantially gate shape, and the beam member 22C of the existing unit 20A. A plurality of rollers 13 that are mounted so as to straddle and are attached to the lower portion and both side portions of the engaging portion 12 are in contact with the upper surface and both side surfaces of the beam member 22C in a rollable manner.
[0007]
Further, an uplift receiver 14 with an actuator and an overturning moment receiver 15 are attached to the engaging portion 12 of the erection machine 10 to stably hold the upright posture of the erection machine 10. The overturning moment receiver 15 fixes the erection machine 10 to the front end (construction place) when locked to the column member 21B of the existing unit 20A, and the erection moment receiver 15 along the beam member 22 of the new unit 20 when unlocked. 10 can be moved.
[0008]
A substantially gate-shaped frame portion 16 is provided on the upper portion of the base 11 so that it can be moved forward through the unit 20 in a folded state received from the transport cart 30. Further, a winding winch 17 and a undulating winch 18 are placed on both sides of the base 11 so as to sandwich the frame portion 16 therebetween.
[0009]
The transport cart 30 is composed of a self-propelled transport cart 31 and a driven transport cart 32, and is formed so as to be movable along the beam material 22C of the existing unit 20A using the beam material 22C as a guide. 20 is transported from the unit lifting section to the construction site.
[0010]
As shown in FIG. 2B, the self-propelled carriage 31 is provided with a substantially gate-shaped engaging portion 31b at the lower portion of the base 31a, and the engaging portion 31b straddles the beam 22C of the existing unit 20A. A plurality of rollers 31c that are engaged and attached to the lower portion and both side portions of the engaging portion 31b are in contact with the upper surface and both side surfaces of the beam member 22C in a rollable manner.
In addition, a locking device 31d with an actuator is attached to both sides of the engaging portion 31b so that the position can be held when the self-propelled transport cart 31 is stopped. Further, an opening / closing part 31e for receiving and holding the beam member 22 of the unit 20 is attached to the upper part of the base 31a.
[0011]
The driven carriage 32 has the same configuration as that of the self-propelled carriage 31 and is engaged so that the engaging portion 32b provided at the lower portion of the base 32a straddles the beam member 22C of the existing unit 20A as shown in FIG. A plurality of rollers 32c attached to the lower portion and both side portions of the engaging portion 32b come into contact with the upper surface and both side surfaces of the beam member 22C in a rollable manner, and actuators are provided on both sides of the engaging portion 32b. A locking device 32d is attached. In addition, an opening / closing part 32e for receiving and holding the column member 21 of the unit 20 is attached to the upper part of the base 32a. The driven carriage 32 is formed so as to be connectable to the self-propelled carriage 31 when returning to the unit lifting section.
[0012]
The unit 20 includes a pillar member 21 and a beam member 22 connected to each other by a hinge 23 so as to be openable and closable. The unit 20 has a lever- fixed chain block 24 and a pillar member 21 provided at the end of the beam member 22. A suspension wire 26 is hung between the end portion via a pulley 25, so that the column 21 can be closed by a hinge 23 and held in a folded state.
[0013]
3 to 7 show the erection process. First, as shown in FIG. 3, the erection machine 10 is fixed to the front end portion of the first unit 20 </ b> A that has already been established with the unit lifting portion as a starting point. The unit 20 in the folded state is transported from the unit lifting part to the erection machine 10. At this time, the self-propelled transport cart 31 receives and fixes the end of the beam 22 at the opening / closing portion 31e, and the driven transport cart 32 receives and fixes the end of the column member 21 at the open / close portion 32e. The unit 20 is transported by driving the transport cart 31.
[0014]
Next, as shown in FIG. 4, when the driven carriage 32 reaches the construction machine 10, the self-propelled carriage 31 is temporarily stopped, and the unit 20 that has been conveyed is delivered to the construction machine 10. At the time of delivery, the front end portion of the unit 20 protruding through the frame portion 16 of the erection machine 10 is suspended by the hook 19, the opening / closing portion 32 e of the driven carriage 32 is opened, and the column material 21 of the unit 20 is opened.
[0015]
Thereafter, as shown in FIG. 5, the self-propelled transport cart 31 is moved forward to move the unit 20 forward, and stopped when the self-propelled transport cart 31 is connected to the driven transport cart 32, and the center of gravity of the unit 20 is hooked. 19 is resuspended, the opening / closing part 31e of the self-propelled transport cart 31 is opened, and the beam member 22 of the unit 20 is opened. Thereby, the delivery work of the unit 20 is completed. The self-propelled transport cart 31 and the follower transport cart 32 operate the lock devices 31d and 32d respectively when stopped, and keep the stopped state so that they do not move forward and backward when the unit 20 is delivered. This is to maintain stability.
[0016]
After the delivery of the unit 20, as shown in FIG. 6, the erection machine 10 advances the unit 20 in a horizontal state by hoisting the hook 19 with the hoisting winch 17 while the jib is lowered with the hoisting winch 18, and completely passes through the frame portion 16. And adjusting the angle by turning the jib and positioning the unit 20. On the other hand, the transport cart 30 returns to the unit lifting section in a state where the self-propelled transport cart 31 and the driven transport cart 32 are connected, and takes the next unit.
[0017]
After positioning the unit 20, the lever-equipped chain block 24 is released as shown in FIG. 7, and the column 21 is opened by rotating around the hinge 23 by its own weight while feeding the suspension wire 26, and its base 21 a is fixed to the road 40. The end of the beam member 22 is attached to the column member 21B of the existing unit 20A and connected to the beam member 22C.
[0018]
In this way, the unit 20 can be erected and connected to the tip of the existing unit 20A, and the lane portion can be sequentially extended by repeating this erection process. After the unit 20 is installed, the hook 19 and the suspension wire 26 are removed, and the erection machine 10 is returned to the original upright posture. Then, the falling moment receiver 15 is loosened to release the fixing, and the beam material 22 of the unit 20 is guided. As a result, the preparation for the next process is completed. It is preferable that an appropriate moving means (not shown) is incorporated in the construction machine 10 and the construction machine 10 is moved by this movement means. Then, the next unit is installed again through the steps of FIGS.
[0019]
FIG. 8 shows another embodiment of the present invention, which is characterized in that two lanes can be installed at the same time. In this case, since the steps from FIG. 3 to FIG. 6 in the embodiment are the same, the illustration is omitted and the explanation is omitted, but the units 20 delivered by the transport cart 30 are alternately distributed to the front and the side. By erection, the lane parts P and Q are extended at the same time.
[0020]
That is, using the jib turning of the construction machine 10, the units 20 are alternately positioned on the lane part P and the lane part Q and installed. After the unit 20 is positioned, it is installed in the process shown in FIG. 7 in the above embodiment, and this installation process is common to the lane portions P and Q. In this way, since the two parallel lane portions P and Q can be installed at the same time, it is efficient and the construction period can be shortened.
[0021]
In the present invention, it is desirable that the movement of the carriage 30 and the operation and movement of the construction machine 10 are all configured to be remotely controlled from the ground by a remote control method. Further, the transport cart 30 and the construction machine 10 are not limited to those of the above-described embodiment, and the transport cart 30 may have a structure capable of efficiently and stably transporting the unit 20 from the unit lifting portion to the construction machine 10. What is necessary is just to have the structure where the construction machine 10 can receive the unit 20 promptly and can be positioned easily.
[0022]
【The invention's effect】
As described above, according to the present invention, when a lane part of a new traffic system is installed in an urban area, a tow truck is not disposed on the road, and the pillars are not occupied and partly occupied by existing roads. The construction of the bridge and the beam can be done from the upper side of the road, so there is no confusion such as traffic congestion during the construction work, and it is possible to construct two lanes at the same time, thus shortening the construction period. It has excellent effects such as.
[Brief description of the drawings]
FIG. 1 shows an embodiment of the present invention, and is an explanatory view of a main part showing a construction state of a column member and a beam member. FIG. 2 (a) is a side view of the construction machine, and FIG. Side view of transport cart [FIG. 3] An explanatory diagram showing a unit transport process by a transport cart [FIG. 4] An explanatory diagram showing a process of transferring a unit to a construction machine [FIG. 5] An explanatory diagram showing a state when the unit has been handed over Fig. 6 is an explanatory diagram showing the process of moving the unit forward with an erection machine. Fig. 7 is an explanatory diagram showing the process of opening the column material of the unit and erection it on the road. Fig. 8 Explanatory drawing which shows embodiment which builds up simultaneously
DESCRIPTION OF SYMBOLS 10 ... Construction machine 11 ... Base 12 ... Engagement part 13 ... Roller 14 ... Uplift receiver 15 ... Falling moment receiver 16 ... Frame part 17 ... Winding winch 18 ... Unfolding winch 19 ... Hook 20 ... Unit 21 ... Pillar material 22 ... Beam material 23 ... Hinge 24 ... Chain block with lever 25 ... Pulley 26 ... Suspension wire 30 ... Transport cart 31 ... Self-propelled transport cart 32 ... Driven transport cart 40 ... Road

Claims (4)

柱材と梁材とをヒンジで結合して開閉可能のユニットを形成し、先に設けたユニット揚重部を起点として前記ユニットにより架設した車線部に沿って移動可能なジブクレーン状の架設機械と運搬台車とを設け、この運搬台車にて前記ユニットを折り畳んだ状態で前記ユニット揚重部から施工場所に待機している前記架設機械まで搬送し、そのユニットを架設機械に受け渡した後運搬台車は次のユニットを搬送すべく前記ユニット揚重部に戻り、架設機械は受け取ったユニットを前方に移動させると共に、所定の形状に広げて架設し、これを繰り返すことで前記車線部を順次延長形成することを特徴とする柱材と梁材の架設方法。A jib crane-like erection machine that forms a unit that can be opened and closed by connecting a pillar member and a beam member by a hinge, and that can move along a lane portion erected by the unit starting from a unit lifting portion previously provided After the unit is folded by the transport cart, the unit is transported from the unit lifting part to the construction machine waiting at the construction site, and after the unit is transferred to the construction machine, the transport cart is Returning to the unit lifting unit to transport the next unit, the erection machine moves the received unit forward, spreads it in a predetermined shape, and repeats this to repeatedly extend the lane portion. A construction method of column material and beam material characterized by this. 前記架設機械は、所定角度旋回させることで受け取ったユニットを前方と側方に交互に振り分けて架設し、2車線部を同時に架設する請求項1記載の柱材と梁材の架設方法。2. The column material and beam material erection method according to claim 1, wherein the erection machine circulates a unit received by turning a predetermined angle alternately and erects the units forward and sideways and erections two lanes at the same time. 柱材と梁材とをヒンジで結合して開閉可能に形成したユニットを、順次架設連結することにより車線部を形成する装置であって、先に設けたユニット揚重部を起点として前記ユニットにより架設した車線部に沿って移動可能なジブクレーン状の架設機械と運搬台車とを備え、この運搬台車は、折り畳まれた状態の前記ユニットをユニット揚重部から施工場所に待機している前記架設機械まで搬送し、この架設機械は、搬送されたユニットを受け取ると共に、前方に移動して所定の形状に開いて架設するようにした柱材と梁材とからなるユニットの架設装置。A device that forms a lane portion by sequentially connecting a unit formed by connecting a column member and a beam member with a hinge so as to be openable and closable, and starting from the unit lifting portion provided earlier, The construction machine comprises a jib crane-like construction machine that can move along the installed lane portion and a transport carriage, and the transport carriage is waiting for the unit in the folded state from the unit lifting section to the construction site. This erection machine is a unit erection device composed of a column member and a beam member that receives the conveyed unit and moves forward to open and erected in a predetermined shape. 前記運搬台車は、自走運搬台車と従動運搬台車とから構成された請求項3記載の柱材と梁材とからなるユニットの架設装置。The said trolley | bogie is a construction apparatus of the unit which consists of a pillar material and a beam material of Claim 3 comprised from the self-propelled trolley | bogie and a driven trolley | bogie.
JP2000004715A 2000-01-13 2000-01-13 Column material and beam erection method and apparatus Expired - Fee Related JP4238329B2 (en)

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JP4872940B2 (en) * 2008-02-12 2012-02-08 Jfeエンジニアリング株式会社 Bridge erection device, floor slab erection method, and bridge erection method
CN102616652A (en) * 2012-03-20 2012-08-01 武桥重工集团股份有限公司 Front anchoring device for climbing crane
CN102616654B (en) * 2012-03-21 2013-10-16 武桥重工集团股份有限公司 Rear anchoring device for steel truss girder erecting crane
CN111390368B (en) * 2020-05-15 2023-09-19 国机铸锻机械有限公司 Automatic beam-closing spot welding method and equipment for longitudinal beam
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