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JP3573566B2 - Building construction method of getting into the foundation of the work vehicle - Google Patents
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JP3573566B2 - Building construction method of getting into the foundation of the work vehicle - Google Patents

Building construction method of getting into the foundation of the work vehicle Download PDF

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Publication number
JP3573566B2
JP3573566B2 JP11396496A JP11396496A JP3573566B2 JP 3573566 B2 JP3573566 B2 JP 3573566B2 JP 11396496 A JP11396496 A JP 11396496A JP 11396496 A JP11396496 A JP 11396496A JP 3573566 B2 JP3573566 B2 JP 3573566B2
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Japan
Prior art keywords
work vehicle
synthetic resin
foundation
base
resin foam
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JP11396496A
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Japanese (ja)
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JPH09296605A (en
Inventor
敏之 福島
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Sekisui House Ltd
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Sekisui House Ltd
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Description

【0001】
【発明の属する技術分野】
この発明は、施工現場の出入口に面した一般道路が狭くてトラック、クレーン、バックホー等の作業車を駐停車するのに困難な場合や、或いは、敷地内一杯に建物の基礎が配設されて施工現場内に作業車を搬入出、駐停車できないような場合に、容易に施工現場内へ作業車を搬入出、駐停車させて通常の建築作業を行えるようにする作業車の基礎内への乗り入れ建築工法に関する。
【0002】
【従来の技術】
周知のように、建物を構築する際には、先ず、敷地内に基礎工事を施した上で躯体工事、仕上げ工事と順次になされるが、それらの作業は種々の建築材を運搬し、吊り揚げ作業等を行うトラック、クレーン、バックホー等の作業車を施工現場内や、或いは、施工現場の出入口に面した比較的に広い道路幅をもつ一般道路上に駐停車させて行われている。しかし、近年におては、土地面積を有効利用して敷地一杯に建物を構築する傾向にあって、特に、奥行きの長い建物は市街地等において増加しているのが現状であり、そのために、前記作業車を施工現場内に搬入出、駐停車させることが不可能となり、また、施工現場の出入口に面した一般道路の道路幅が狭いような場合には、歩行者や走行車等の邪魔になることからそこに駐停車させることができず建築作業を行えないという問題が増加している。
【0003】
そこで、従来においては、人手に頼って種々の建築材を運搬して建築作業を行うという非能率的な手段が用いられ、或いは、建築現場の出入り口に対して奥側に位置する基礎を先ず最初に配設させるようにし、そして、建築現場の手前側に作業車を搬入させて駐停車させた状態で建築作業を行い、最後に作業車を駐停車させた建築現場の手前側に基礎を配設させて建築作業を行い建物全体を構築するといった2分割方式が採用さている。
【0004】
【発明が解決しようとする課題】
しかしながら、上記の従来技術においては、どちらも共に作業能率が悪く、工期が長期化すると共にコスト高になるとい問題点がある。また、人手に頼る場合には、身体の疲労度が高くなるばかりか、作業面での安全性においても問題となる。
【0005】
【課題を解決するための手段】
この発明は上記事情に鑑みてなされたもので、請求項1の手段においては、建築物の基盤の一部を包囲する基礎の外部の基盤上に、アウトリガー部を具備した作業車を前記基礎と相対向するように配置し、前記アウトリガー部を短縮させることによって生じたこのアウトリガー部の下端と基盤との隙間に合成樹脂発泡体を挿入して新たな基盤を構築してから、前記アウトリガー部を伸張させることによって生じた前記作業車の走行部の下端と基盤との隙間に合成樹脂発泡体を挿入して新たな基盤をその上面が前記アウトリガー部の下方の新たな基盤の上面とほぼ同じ高さとなるように構築する作業を、前記アウトリガー部の下方の新たな基盤の上面及び前記走行部の下方の新たな基盤の上面が前記基礎の天端より高くなるまで繰り返し行った後、前記基礎の内部の基盤上に上面が、前記走行部の下方の新たな基盤を構成する合成樹脂発泡体の上面とほぼ同じ高さとなるように載置した合成樹脂発泡体の上方へと前記アウトリガー部を短縮させた状態で前記作業車を移動させてから所定場所で駐停車し、前記作業車の種類に対応した内容の建築作業を行うところにある。
【0006】
請求項2の手段においては、前記作業車が通過した後の前記アウトリガー部及び/又は走行部の新たな基盤として使用した合成樹脂発泡体を、作業車の進行方向の基盤として再使用するところにある。
【0007】
【発明の実施の形態】
この発明の実施形態を以下図に基づいて説明する。
敷地1は、図1及び図2に示すように、幅が狭い一方通行の道路2に短い方の一辺が面し、長い方の他辺が奥行き方向に入り込んだ細長な長方形の敷地1である。そして、この敷地1内にはすでに建築物の基礎3がほぼ一杯に敷設されているので、作業車4を駐停車させることができない。又、道路2が狭いのでここにも作業車4を駐停車することができない。そこで、この敷地1の基礎3内に作業車4を入れるには、図1に示すように一方通行の道路2を進行してくる作業車4を、図2及び図3に示すように、この敷地1の道路2に面する一辺に直角となるようにハンドル操作と前後進による切り換えによって向きを変えて相対向させる。
【0008】
このような態勢が整ってから、図3に示すように、作業車4のアウトリガー部5を十分に持ち上げて地表面である基盤6の表面との間に隙間(X1)を形成し、次いで、図4に示すように、この隙間(X1)を詰めるようにして、最上段に踏板7を載せた合成樹脂発泡体8を挿入する。
【0009】
踏板7は、4本のアウトリガー部5を介して伝達される作業車4の荷重を合成樹脂発泡体8の上面へ分散させる目的に使用するものであるから、硬質の板、例えば合板などが好ましい。又、合成樹脂発泡体8としては、圧縮強さが大きいものが好ましく、その一例として押出発泡ポリスチレン板が挙げられる。この合成樹脂発泡体8の形状、大きさはとくに限定されるものではなく、例えば、厚さ・横巾・縦巾が、100mm×910mm×1820mm等の一般に市販されているものを用いることで十分に対応できる。このような合成樹脂発泡体8を使用する場合には複数枚重ねて前記間隔(X1)を埋めるようにする。合成樹脂発泡体8の厚さが大きい場合には、重ね合わせる枚数が少なくてよいが、微妙な隙間調節ができにくく、逆に、厚さが小さい場合には重ね合わせる枚数が多い反面、隙間調節ができ易い利点がある。
【0010】
次いで、図5に示すように、アウトリガー部5を伸張して下方へ十分に下げることによって作業車4の荷重を合成樹脂発泡体8で受け止め作業車4の4本のタイヤ9を地表面たる基盤6から浮かせ、これによって生じた4本のタイヤ9と基盤6の表面との隙間(X2)に、図6に示すように、最上段に踏板7を載せた合成樹脂発泡体8を前記と同様に挿入して新たな基盤6を形成する。そして、図7に示すように、再びアウトリガー部5を短縮して持ち上げて、踏板7を外してからこのアウトリガー部5と最上段の合成樹脂発泡体8の間に形成された隙間(X3)に、図8に示すように、合成樹脂発泡体8を挿入してその最上段に踏板7を載せて新たな基盤6を形成して隙間(X3)を埋める。そして再びアウトリガー部4を伸張して下方へ十分に下げて、図9に示すように、作業車4の荷重を合成樹脂発泡体8で受け止め、作業車4のタイヤ9を新たな基盤6である合成樹脂発泡体8上方から浮かせ、その間隙(X4)に、図10に示すように、最上段に踏板7を載せた合成樹脂発泡体8を挿入し、再度新たな基盤6を形成する。
【0011】
この段階でまだタイヤ9の下端が基礎3の天端よりも低い場合には前記図7乃至図10の作業を繰り返して基礎3の天端より少し高い位置まで持ち上げる。尚、基礎3の高さが低い時には、図3乃至図6の作業で終了することもあるが、基礎3の高さが一般的には480mm位で、アウトリガー部5の伸張による持ち上げ高さが300乃至400mmの範囲であることから、通常は図3乃至図10の作業を2回繰り返すことによってタイヤ9の持ち上げ作業が完了する。
【0012】
タイヤ9の下端が基礎3よりやや高い位置に達した時点で、アウトリガー部5を短縮して全て持ち上げて、図11に示すように、このアウトリガー部5の下方に位置している合成樹脂発泡体8を基礎3の内部に積み上げて最上段に踏板7を載せてタイヤ9の下端の高さとほぼ同一高さとしてから、作業車4を基礎3の内部側へ移動させる。そして、図12に示すように、前方のタイヤ9が基礎3内の合成樹脂発泡体8の上方まで移動し、後方のタイヤ9が前方のタイヤ9の位置まで進行すると、もともと後方のタイヤ9の下方に位置して基盤6としていた合成樹脂発泡体8を基礎3の内側へ移動させて積層すれば、合成樹脂発泡体8を有効に活用できることになるが、合成樹脂発泡体8が多数存在している時には、このような移動作業をすることなく、基礎3内の作業車4の進行方向へあらかじめ敷設しておけばよい。
【0013】
そして更に作業車4が進行する場合には、図13に示すように、通過した後方の合成樹脂発泡体8を進行方行の前方へと移動させる。このように、作業車4が通過することによって不要となった合成樹脂発泡体8及び踏板7を順次作業車4の進行方向へと移動させる作業と共に作業車4を敷地1内の所定位置まで基礎3を越えて移動し終えると、必要に応じてアウトリガー部5の下方にも合成樹脂発泡体8及び踏板7を積層した後にアウトリガー部5を伸長させて下して作業車4を安定させ、その後、作業車4の目的に応じた仕事を開始する。
【0014】
尚、長時間に亘って作業をする場合には、アウトリガー部5の下端は踏板7との接触面積が小さいことから、例えば、図14に示すように、輪木10を縦横方向に段積みした上にアウトリガー部5の下端を載せるようにすれば、作業車4の荷重を踏板7の広範囲に分散させることができ、合成樹脂発泡体8の耐久性を向上させることができる。
【0015】
仕事内容によって途中で作業車4を移動させる場合には、前記したと同様の作業手順によって、作業車4の進行方向に合成樹脂発泡体8と踏板7によって基礎3よりやや高い位置に路面を形成して移動させる。
【0016】
そして、全ての作業車4による仕事が完了した時には、前記した図1乃至図13の作業の逆の作業を行うことによって、一方通行の道路2上に作業車4を下すことが出来る。
【0017】
尚、以上の実施形態においては、タイヤ9を使用した作業車4について説明したが、タイヤに代えてクローラなど他の走行部を有する作業車4であっても同様である。更に、作業車4としては、前記従来の技術の項で述べたトラック、クレーン、バックホー等の建築工事に必要な走行部及びアウトリガー部を具備した全ての作業車を含むものである。
【0018】
上記のようにして、合成樹脂発泡体8を何度も繰り返し使用すると、圧縮強度の強い性質のものであっても痛み等で耐久性に限度が生じるが、この場合には、古くなった合成樹脂発泡体8を廃棄するこなく、例えば、適当な大きさにカットするなどして建築物の深基礎や擁壁の背面に埋めたり、基礎内部の土間コンクリートの下に断熱、断湿用として用いたり、さらには、土留め、埋め殺しとして利用するなど、土の代替として埋め戻し土等に有効に活用することができる。
【0019】
【発明の効果】
以上の説明からも明らかなように、請求項1のこの発明によると、作業車のアウトリガー部を有効に利用する基礎内部へ作業車を乗り入れて作業車の種類に応じた作業を行うことができる。又、アウトリガー部及び合成樹脂発泡体を利用して、作業車を基礎に近接して垂直方向に基礎の高さ以上に持ち上げることができるので、敷地や基礎に近接した空地等がない場合でも乗り上げスペースを取らない。更に又、合成樹脂発泡体は軽量であることから、持ち運びが容易であり、アウトリガー部や走行部の下方への挿入や取出し作業が容易に行える。更に又、何回かの作業の繰り返しによって合成樹脂発泡体が傷んだ場合には、土の代替として埋め戻し土などとして有効に活用できる。
【0020】
請求項2の発明によると、少ない数量の合成樹脂発泡体によって、効率良く作業を行える。この時も、合成樹脂発泡体は軽量であることから、移動が容易であり、作業を楽に行うことができる。
【図面の簡単な説明】
【図1】作業車の敷地への接近状態の説明図。
【図2】作業車の敷地への接近状態の説明図。
【図3】作業車が基に接近した状態でアウトリガー部を短縮させた状態の説明図。
【図4】アウトリガー部の下端と基盤の隙間に合成樹脂発泡体を挿入した状態の説明図。
【図5】アウトリガー部を伸張させて走行部の下端と基盤との間に隙間を形成した状態の説明図。
【図6】走行部の下端と基盤の隙間に合成樹脂発泡体を挿入した状態の説明図。
【図7】走行部を合成樹脂発泡体に載せてアウトリガー部を短縮させた状態の説明図。
【図8】アウトリガー部の下端と新たな基盤の隙間に合成樹脂発泡体を挿入した状態の説明図。
【図9】アウトリガー部を伸張させて走行部の下端と新たな基盤との間に隙間を形成した状態の説明図。
【図10】走行部の下端と新たな基盤の隙間に合成樹脂発泡体を挿入した状態の説明図。
【図11】図10の状態で基礎内部の基盤上に合成樹脂発泡体を敷設した状態の説明図。
【図12】基礎内部の合成樹脂発泡体の上方へ作業車の前輪を進行させた状態の説明図。
【図13】基礎内部の合成樹脂発泡体の上方へ作業車を進行させた状態の説明図。
【図14】アウトリガー部の合成樹脂発泡体上での支持説明図。
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a case in which a general road facing an entrance of a construction site is narrow and it is difficult to park and stop a work vehicle such as a truck, a crane, and a backhoe, or the foundation of a building is disposed on the entire site. When a work vehicle cannot be brought in and out of the construction site and parked and stopped, the work vehicle can be easily brought in and out of the construction site, parked and stopped, and can be used for normal construction work. Related to the construction method of boarding.
[0002]
[Prior art]
As is well known, when constructing a building, first, foundation work is performed on the site, then skeleton work and finishing work are performed sequentially, but those works are carried by transporting various building materials and hanging them. Work vehicles such as trucks, cranes, and backhoes for carrying out freight work are parked and parked in construction sites or on general roads having relatively wide roads facing entrances and exits of the construction sites. However, is have you in recent years, there is a tendency to build a building full site by effectively utilizing the land area, in particular, the current situation is a long building of the depth is increasing in urban areas, in order that It becomes impossible to carry the work vehicle into and out of the construction site, make it impossible to park and stop, and when the width of a general road facing the entrance of the construction site is narrow, such as a pedestrian or a traveling vehicle, There is an increasing problem that the vehicle cannot be parked and stopped there so that construction work cannot be performed.
[0003]
Therefore, in the past, inefficient means of carrying out various construction materials by relying on humans to carry out building work has been used, or a foundation located on the back side with respect to an entrance of a building site has been firstly constructed. Construction work is carried out with the work vehicle brought in and parked in front of the construction site, and finally the foundation is arranged in front of the construction site where the work vehicle was parked and stopped. A two-segment system is adopted in which the building is constructed and construction work is performed to construct the entire building.
[0004]
[Problems to be solved by the invention]
However, in the above prior art, both together poor work efficiency, the construction period there is a problem that will have the high cost as well as prolonged. In addition, when relying on manual labor, not only does the body fatigue increase, but it also poses a problem in terms of work safety.
[0005]
[Means for Solving the Problems]
The present invention has been made in view of the above circumstances, and in the means of claim 1, a work vehicle having an outrigger portion on a base outside a base surrounding a part of a base of a building is referred to as the base. Arranged so as to face each other, insert a synthetic resin foam into the gap between the lower end of this outrigger part and the base caused by shortening the outrigger part, construct a new base, and then replace the outrigger part. A synthetic resin foam is inserted into a gap between the lower end of the traveling portion of the working vehicle and the base caused by the extension, and the upper surface of the new base is substantially the same height as the upper surface of the new base below the outrigger portion. the task of building such that to is were repeated until the upper surface of the new foundation below the top surface and the run of the new foundation below the outrigger portion is higher than the top end of the base The upper surface on the foundation of the interior of the foundation, the upper surface of the synthetic resin foam constituting the new foundation below the traveling portion and the substantially upward as high as the so as to put the synthetic resin foam The work vehicle is moved in a state where the outrigger portion is shortened, then parked and stopped at a predetermined location, and construction work corresponding to the type of the work vehicle is performed.
[0006]
In the means according to claim 2, the synthetic resin foam used as a new base of the outrigger portion and / or the traveling portion after the work vehicle has passed is reused as a base in the traveling direction of the work vehicle. is there.
[0007]
BEST MODE FOR CARRYING OUT THE INVENTION
An embodiment of the present invention will be described below with reference to the drawings.
As shown in FIGS. 1 and 2, the site 1 is a slender rectangular site 1 in which one shorter side faces a narrow one-way road 2 and the other longer side enters the depth direction. . Since the building foundation 3 is already almost completely laid in the site 1, the work vehicle 4 cannot be parked and stopped. Further, since the road 2 is narrow, the work vehicle 4 cannot be parked and stopped here. Therefore, in order to put the work vehicle 4 in the foundation 3 of the site 1, the work vehicle 4 traveling on the one-way road 2 as shown in FIG. The direction is changed by steering operation and forward / backward switching so as to be perpendicular to one side of the site 1 facing the road 2 so as to face each other.
[0008]
After such a posture is established, as shown in FIG. 3, the outrigger portion 5 of the working vehicle 4 is sufficiently lifted to form a gap (X1) between the outrigger portion 5 and the surface of the base 6 which is the ground surface. As shown in FIG. 4, the synthetic resin foam 8 on which the tread plate 7 is mounted is inserted into the top so as to fill the gap (X1).
[0009]
Since the tread plate 7 is used for dispersing the load of the work vehicle 4 transmitted through the four outrigger portions 5 to the upper surface of the synthetic resin foam 8, a hard plate, for example, a plywood is preferable. . The synthetic resin foam 8 preferably has a large compressive strength, and an extruded foamed polystyrene plate is one example. The shape and size of the synthetic resin foam 8 are not particularly limited. For example, it is sufficient to use a generally commercially available material having a thickness, width, and height of 100 mm × 910 mm × 1820 mm and the like. Can respond to. When such a synthetic resin foam 8 is used, a plurality of sheets are stacked to fill the interval (X1). When the thickness of the synthetic resin foam 8 is large, the number of sheets to be overlapped may be small. However, when the thickness is small, it is difficult to finely adjust the gap. There is an advantage that is easy to do.
[0010]
Next, as shown in FIG. 5, the load of the working vehicle 4 is received by the synthetic resin foam 8 by extending and sufficiently lowering the outrigger portion 5 to lower the four tires 9 of the working vehicle 4 on the ground which is the ground surface. 6, the synthetic resin foam 8 having the tread plate 7 placed on the uppermost step as shown in FIG. 6 is placed in the gap (X2) between the four tires 9 and the surface of the base 6 caused by the lifting, as described above. To form a new base 6. Then, as shown in FIG. 7, the outrigger portion 5 is again shortened and lifted, and the tread plate 7 is removed, and then the gap (X3) formed between the outrigger portion 5 and the uppermost synthetic resin foam 8 is formed. As shown in FIG. 8, the synthetic resin foam 8 is inserted, and the tread 7 is placed on the top of the synthetic resin foam 8 to form a new base 6 to fill the gap (X3). Then, the outrigger portion 4 is extended again and lowered sufficiently downward, and as shown in FIG. 9, the load of the work vehicle 4 is received by the synthetic resin foam 8, and the tire 9 of the work vehicle 4 is a new base 6. The synthetic resin foam 8 with the tread plate 7 placed on the uppermost stage is inserted into the gap (X4) as shown in FIG. 10 to form a new base 6 again.
[0011]
At this stage, if the lower end of the tire 9 is still lower than the top end of the foundation 3, the operations of FIGS. 7 to 10 are repeated to lift the tire 9 to a position slightly higher than the top end of the foundation 3. When the height of the foundation 3 is low, the work may be completed by the operations shown in FIGS. 3 to 6. However, the height of the foundation 3 is generally about 480 mm, and the lifting height by extension of the outrigger portion 5 is reduced. Since it is within the range of 300 to 400 mm, the operation of lifting the tire 9 is normally completed by repeating the operations of FIGS. 3 to 10 twice.
[0012]
When the lower end of the tire 9 reaches a position slightly higher than the foundation 3, the outrigger portion 5 is shortened and all is lifted, and as shown in FIG. 11, the synthetic resin foam located below the outrigger portion 5 The work vehicle 4 is moved to the inside of the foundation 3 after the treads 8 are piled up inside the foundation 3 and the tread plate 7 is placed on the uppermost step to make the height substantially equal to the height of the lower end of the tire 9. Then, as shown in FIG. 12, when the front tire 9 moves to above the synthetic resin foam 8 in the foundation 3 and the rear tire 9 advances to the position of the front tire 9, the rear tire 9 If the synthetic resin foam 8 located below and serving as the base 6 is moved to the inside of the base 3 and laminated, the synthetic resin foam 8 can be used effectively, but there are many synthetic resin foams 8. In such a case, it is sufficient to lay in advance in the traveling direction of the work vehicle 4 in the foundation 3 without performing such a moving operation.
[0013]
Then, when the work vehicle 4 further advances, as shown in FIG. 13, the synthetic resin foam 8 that has passed behind is moved forward in the direction of travel. In this way, the work vehicle 4 is moved to the traveling direction of the work vehicle 4 in order to move the synthetic resin foam 8 and the tread plate 7 which are no longer required when the work vehicle 4 passes, and the work vehicle 4 is After finishing the movement beyond 3, the synthetic resin foam 8 and the tread plate 7 are laminated below the outrigger portion 5 as needed, and then the outrigger portion 5 is extended and lowered to stabilize the work vehicle 4, and thereafter Then, the work according to the purpose of the work vehicle 4 is started.
[0014]
When working for a long time, since the lower end of the outrigger portion 5 has a small contact area with the tread plate 7, for example, as shown in FIG. If the lower end of the outrigger portion 5 is placed on the upper side, the load of the work vehicle 4 can be dispersed over a wide range of the tread plate 7, and the durability of the synthetic resin foam 8 can be improved.
[0015]
When the work vehicle 4 is moved halfway depending on the work content, the synthetic resin foam 8 and the tread plate 7 form a road surface slightly higher than the foundation 3 in the traveling direction of the work vehicle 4 by the same work procedure as described above. And move it.
[0016]
When the work by all the work vehicles 4 is completed, the work vehicle 4 can be lowered on the one-way road 2 by performing the work reverse to the above-described work of FIGS.
[0017]
In the above embodiment, the work vehicle 4 using the tire 9 has been described. However, the same applies to the work vehicle 4 having another traveling unit such as a crawler instead of the tire. Further, the working vehicle 4 includes all working vehicles including a traveling unit such as a truck, a crane, and a backhoe described in the section of the related art, and a running unit and an outrigger unit.
[0018]
As described above, when the synthetic resin foam 8 is repeatedly used many times, even if it has high compressive strength, the durability is limited due to pain or the like. Without discarding the resin foam 8, for example, cutting it to an appropriate size and burying it in the deep foundation of a building or the back of a retaining wall, or for insulation and dehumidification under soil concrete inside the foundation It can be effectively used for backfilling soil, etc. as an alternative to soil, for example, used as a soil retaining or burying soil.
[0019]
【The invention's effect】
As is apparent from the above description, according to the first aspect of the present invention, the work vehicle can be loaded into the inside of the foundation that effectively utilizes the outrigger portion of the work vehicle, and the work according to the type of the work vehicle can be performed. . In addition, using the outrigger part and the synthetic resin foam, the work vehicle can be lifted vertically above the height of the foundation in close proximity to the foundation. Takes no space. Further, since the synthetic resin foam is light in weight, it is easy to carry and can be easily inserted and removed below the outrigger portion and the traveling portion. Further, when the synthetic resin foam is damaged by repetition of several operations, it can be effectively used as backfill soil as an alternative to soil.
[0020]
According to the second aspect of the present invention, work can be efficiently performed with a small number of synthetic resin foams. Also at this time, since the synthetic resin foam is lightweight, it can be easily moved and the work can be performed easily.
[Brief description of the drawings]
FIG. 1 is an explanatory diagram of a state in which a work vehicle approaches a site.
FIG. 2 is an explanatory diagram of a state in which a work vehicle approaches a site.
Figure 3 is an explanatory diagram of a state in which the service vehicle was shortened outrigger portion in a state close to the foundation.
Figure 4 is an explanatory diagram of a state of inserting the gap synthetic resin foam of the lower end of the outrigger portion and base.
FIG. 5 is an explanatory view showing a state in which a gap is formed between a lower end of a traveling section and a base by extending an outrigger section.
Figure 6 is an explanatory diagram of a state of inserting the gap synthetic resin foam of the lower end and the base of the running portion.
FIG. 7 is an explanatory view of a state in which a running section is placed on a synthetic resin foam to shorten an outrigger section.
Figure 8 is an explanatory diagram of a state of inserting the gap synthetic resin foam of the lower end and a new foundation outrigger portion.
FIG. 9 is an explanatory view showing a state in which a gap is formed between the lower end of the traveling section and a new base by extending the outrigger section.
Figure 10 is an explanatory view of a state of inserting the gap synthetic resin foam of the lower end and the new base of the travel unit.
FIG. 11 is an explanatory view showing a state in which a synthetic resin foam is laid on the base inside the base in the state of FIG. 10;
FIG. 12 is an explanatory view showing a state in which a front wheel of a working vehicle is advanced above a synthetic resin foam inside a foundation.
FIG. 13 is an explanatory view of a state in which the work vehicle has been advanced above the synthetic resin foam inside the base.
FIG. 14 is an explanatory view of support of an outrigger portion on a synthetic resin foam.

Claims (2)

建築物の基盤の一部を包囲する基礎の外部の基盤上に、アウトリガー部を具備した作業車を前記基礎と相対向するように配置し、
前記アウトリガー部を短縮させることによって生じたこのアウトリガー部の下端と基盤との隙間に合成樹脂発泡体を挿入して新たな基盤を構築してから、前記アウトリガー部を伸張させることによって生じた前記作業車の走行部の下端と基盤との隙間に合成樹脂発泡体を挿入して新たな基盤をその上面が前記アウトリガー部の下方の新たな基盤の上面とほぼ同じ高さとなるように構築する作業を、前記アウトリガー部の下方の新たな基盤の上面及び前記走行部の下方の新たな基盤の上面が前記基礎の天端より高くなるまで繰り返し行った後、
前記基礎の内部の基盤上に上面が、前記走行部の下方の新たな基盤を構成する合成樹脂発泡体の上面とほぼ同じ高さとなるように載置した合成樹脂発泡体の上方へと前記アウトリガー部を短縮させた状態で前記作業車を移動させてから所定場所で駐停車し、
前記作業車の種類に対応した内容の建築作業を行うことを特徴とする作業車の基礎内への乗り入れ建築工法。
On a base outside the foundation surrounding a part of the foundation of the building, a work vehicle equipped with an outrigger part is arranged so as to face the foundation,
The work caused by extending the outrigger portion after inserting a synthetic resin foam into a gap between the lower end of the outrigger portion and the base caused by shortening the outrigger portion and constructing a new base. Insert a synthetic resin foam into the gap between the lower end of the car running section and the base to construct a new base such that the upper surface is approximately the same height as the upper surface of the new base below the outrigger section. After repeating until the upper surface of the new base below the outrigger portion and the upper surface of the new base below the traveling portion are higher than the top end of the base ,
The outrigger rises above the synthetic resin foam placed so that the upper surface on the base inside the base is substantially the same height as the upper surface of the synthetic resin foam constituting the new base below the running section. Parked and stopped at a predetermined place after moving the work vehicle with the part shortened,
A construction method for entering a work vehicle into a foundation, wherein the construction work includes contents corresponding to the type of the work vehicle.
前記作業車が通過した後の前記アウトリガー部及び/又は走行部の新たな基盤として使用した合成樹脂発泡体を、作業車の進行方向の基盤として再使用することを特徴とする請求項1の作業車の基礎内への乗り入れ建築工法。2. The work according to claim 1, wherein the synthetic resin foam used as a new base of the outrigger portion and / or the traveling portion after the work vehicle has passed is reused as a base in a traveling direction of the work vehicle. Building construction method of getting into the foundation of a car.
JP11396496A 1996-05-08 1996-05-08 Building construction method of getting into the foundation of the work vehicle Expired - Lifetime JP3573566B2 (en)

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JP11396496A JP3573566B2 (en) 1996-05-08 1996-05-08 Building construction method of getting into the foundation of the work vehicle

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