JPH0441832A - Liftup method in construction work - Google Patents

Liftup method in construction work

Info

Publication number
JPH0441832A
JPH0441832A JP14775790A JP14775790A JPH0441832A JP H0441832 A JPH0441832 A JP H0441832A JP 14775790 A JP14775790 A JP 14775790A JP 14775790 A JP14775790 A JP 14775790A JP H0441832 A JPH0441832 A JP H0441832A
Authority
JP
Japan
Prior art keywords
props
roof frame
main support
lift
ground
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.)
Granted
Application number
JP14775790A
Other languages
Japanese (ja)
Other versions
JP2742132B2 (en
Inventor
Hiroyuki Kono
裕之 甲野
Junro Aida
合田 潤朗
Yukimasa Yamada
山田 行正
Eiji Okubo
大久保 英二
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.)
Takenaka Komuten Co Ltd
Original Assignee
Takenaka Komuten Co Ltd
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 Takenaka Komuten Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP14775790A priority Critical patent/JP2742132B2/en
Publication of JPH0441832A publication Critical patent/JPH0441832A/en
Application granted granted Critical
Publication of JP2742132B2 publication Critical patent/JP2742132B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PURPOSE:To enhance the operating easiness, shorten the construction period, and reduce the costs by installing a roofing frame at a low position to permanent mount props, and simultaneously performing placing of the permanent mount props and raising of the roofing frame using a heaving member with the aid of a driving mechanism. CONSTITUTION:A roofing frame 1 is assembled groundedly in such a condition as placed on less tall provisional mount props 2, and one-side ends of permanent mount props 5 are pivoted rotatably on the roofing frame 1, while the other ends are pivoted rotatably on a cylinder rod 4 as a heaving member moving horizontally with a hydraulic cylinder 3 installed on the structuring ground G. The cylinder 3 is operated to move the cylinder rod 4 for moving the bottoms of the props 5 horizontally, and thus the props 5 are displaced from the aside facing attitude to the plumb upright attitude, and the roofing frame 1 is heaved at the same time as placing of the props 5. Thus the building as object of invention is erected. It may be structured so that grounding casters ate mounted at the bottoms of the permanent mount props 5.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明は、体育館、ホール、各種パビリオン等のように
大きな屋根架構を備えた建物を構築するリフトアップ工
法に関する。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a lift-up construction method for constructing buildings with large roof structures, such as gymnasiums, halls, various pavilions, and the like.

〈従来の技術〉 この種のリフトアップ工法としては、従来一般に、本設
支柱を先行施工により立設固定するとともに、屋根架構
を地組みし、本設支柱をガイドに利用して、ウィンチと
かジヤツキなどにより屋根架構を上昇し、本設支柱の上
端と屋根架構を連接して建物を構築していた。
<Conventional technology> Conventionally, this type of lift-up construction method generally consists of installing and fixing the main support columns upright by preliminary construction, erecting the roof frame on the ground, using the main support supports as guides, and using a winch or jack. Buildings were constructed by raising the roof frame using methods such as this, and connecting the top of the main support pillars to the roof frame.

〈発明が解決しようとする課題〉 しかしながら、本設支柱を立設固定してからしか屋根架
構を上昇できず、また、本設支柱の上端と屋根架構を連
接するための組み付は工事を高位置において行わなけれ
ばならず、施工性が低下して工期および工費のいずれも
が増大する欠点があった。
<Problems to be Solved by the Invention> However, the roof frame can only be raised after the main supports are erected and fixed, and the assembly to connect the upper ends of the main supports and the roof frame requires expensive construction. This has the disadvantage that construction work has to be carried out at the same location, which reduces workability and increases both construction period and construction cost.

本発明は、このような事情に鑑みてなされたものであっ
て、本設支柱と屋根架構との組み付けを低位置で行うと
ともに本設支柱の建方と屋根架構の上昇とを同時に行う
ようにして、工期の短縮と工費の低減を図ることができ
るリフトアップ工法を提供できるようにすることを目的
とする。
The present invention has been made in view of these circumstances, and is designed to assemble the main support columns and the roof frame at a low position, and to simultaneously erect the main support columns and raise the roof frame. The purpose is to provide a lift-up construction method that can shorten the construction period and reduce construction costs.

く課題を解決するための手段〉 本発明のリフトアップ工法は、上述のような目的を達成
するために、請求項第(1)項に係る発明として、屋根
架構を地組みした後、その1m架構に本設支柱の一端側
を水平方向の軸芯周りで回転可能に枢支連結するととも
に、構築地盤上に駆動機構によって水平方向に駆動移動
可能に設けた押上部材に本設支柱の他端側を水平方向の
軸芯周りで回転可能に枢支連結し、本設支柱の下端側を
、その本設支柱がほぼ鉛直の立姿勢になる位置まで駆動
移動して屋根架構を上昇し、その後に、本設支柱を構築
地盤に立設固定することを特徴としていまた、請求項第
(2)項の発明として、上記請求項第(1)項の屋根架
構を、高さの低い仮設部材に載置する状態で地組みし、
水平方向に対して傾斜した姿勢で屋根架構に押上部材を
連結する。
Means for Solving the Problem> In order to achieve the above-mentioned object, the lift-up construction method of the present invention, as the invention according to claim (1), is designed to improve One end of the main column is pivotally connected to the frame so that it can rotate around a horizontal axis, and the other end of the main column is connected to a push-up member provided on the construction ground so that it can be driven and moved in the horizontal direction by a drive mechanism. The lower end of the main support is driven and moved to a position where the main support is in an almost vertical standing position, and the roof frame is raised. Further, as the invention of claim (2), the roof frame of claim (1) is constructed by using a temporary member with a low height. Assemble the ground by placing it on the
The push-up member is connected to the roof frame in an attitude inclined with respect to the horizontal direction.

また、請求項第(3)項の発明として、上記請求項第(
1)項または第(2)項のリフトアップ工法において、
本設支柱の下端側に接地車輪を取り付け、その接地車輪
の回転軸芯周りで回転可能に本設支柱の他端側に押上部
材を枢支連結する。
In addition, as the invention of claim No. (3), the invention of claim No.
In the lift-up method of item 1) or item (2),
A grounding wheel is attached to the lower end of the main pillar, and a push-up member is pivotally connected to the other end of the main pillar so as to be rotatable around the rotational axis of the grounding wheel.

〈作用〉 請求項第(1)項に係る発明のリフトアップ工法の構成
によれば、低位置において屋根架構を地組みし、その屋
根架構と構築地盤上に設けた押上部材とを本設支柱を介
して連結し、押上部材を駆動移動することによって本設
支柱を横向き姿勢から鉛直の立姿勢に変位させ、本設支
柱の建方と同時に屋根架構を持ち上げて建物を構築する
ことができる。
<Function> According to the configuration of the lift-up construction method of the invention according to claim (1), the roof frame is assembled into the ground at a low position, and the roof frame and the push-up member provided on the construction ground are connected to the main support. By connecting through the roof and moving the push-up member, the main support can be moved from a horizontal position to a vertical standing position, and the roof frame can be lifted at the same time as the main support is erected to construct a building.

また、請求項第(2)項に係る発明のリフトアップ工法
の構成によれば、低位置において屋根架構を地組みしな
がらも、本設支柱との連結位置を高くして初期における
本設支柱の取り付は姿勢を傾斜姿勢にし、押上部材の移
動に伴う水平方向への力を屋根架構を持ち上げる鉛直方
向への力に良好に変換することができる。
Furthermore, according to the structure of the lift-up construction method of the invention according to claim (2), even though the roof frame is assembled into the ground at a low position, the connection position with the main support is raised and the main support is installed at the initial stage. is installed in an inclined position, and the horizontal force associated with the movement of the push-up member can be effectively converted into the vertical force that lifts the roof frame.

また、請求項第(3)項に係る発明のリフトアップ工法
の構成によれば、本設支柱の姿勢変化にががわらず、押
上部材との連結点の高さを変動させずに、本設支柱の下
端側の水平方向への移動を接地車輪によって円滑に行う
ことができる。
Furthermore, according to the configuration of the lift-up construction method of the invention according to claim (3), regardless of the change in the posture of the main support, the main support can be installed without changing the height of the connection point with the push-up member. The lower end of the support column can be smoothly moved in the horizontal direction by the grounding wheels.

〈実施例〉 次に、本発明の実施例を図面に基づいて詳細に説明する
<Example> Next, an example of the present invention will be described in detail based on the drawings.

1上皇差班 リフトアップ工法の第1実施例について順に説明する。1 Retired Emperor's Division A first embodiment of the lift-up method will be described in order.

■ 第1図の(a)に示すように、屋根架構1の外周縁
に相当する所定箇所に、仮設部材としての高さの低い仮
設支柱2を立設し、それらの仮設支柱2・・・に載置す
る状態で屋根架構1を地組みする。
■ As shown in FIG. 1(a), low-height temporary supports 2 as temporary members are erected at predetermined locations corresponding to the outer periphery of the roof frame 1, and these temporary supports 2... The roof frame 1 is assembled on the ground while being placed on the roof.

仮設部材としては、上述のような仮設支柱2に限らず、
例えば、仮置台などでも良い。
The temporary member is not limited to the above-mentioned temporary support 2,
For example, it may be a temporary storage stand.

■ 第1図の(b)に示すように、構築地盤G上に、駆
動機構としての油圧シリンダ3によって水平方向に駆動
移動可能に押上部材としてのシリンダロッド4を設け、
本設支柱5の一端側を屋根架構lに水平方向の軸芯x1
周りで回転可能に枢支連結するとともに、本設支柱5の
他端側をシリンダロッド4の先端側に水平方向の軸芯X
2周りで回転可能に枢支連結する。このとき、WIFk
架横1の外周縁と構築地gIG上とにわたり、屋根架構
1を最上部まで上昇させた状態で緊張する長さの安全用
ワイヤー6・・・を連結しておく。
■ As shown in FIG. 1(b), a cylinder rod 4 as a push-up member is provided on the construction ground G so that it can be driven and moved in the horizontal direction by a hydraulic cylinder 3 as a drive mechanism,
Horizontal axis x1 with one end side of the main support column 5 attached to the roof frame l
The other end of the main column 5 is connected to the front end of the cylinder rod 4 in a horizontal axis X.
Rotatably connected around 2. At this time, WIFk
A safety wire 6 of a length that is tensioned when the roof frame 1 is raised to the top is connected over the outer peripheral edge of the frame side 1 and the top of the construction site gIG.

■ 第1図の(c)に示すように、油圧シリンダ3の伸
縮動作と盛り替えとを繰り返して本設支柱5の下端側を
水平方向に駆動移動し、屋根架構1を持ち上げる。この
持ち上げ途中において、屋根架構1が左右方向のいずれ
が一方側に傾こうとしても、所定以上傾くことを安全用
ワイヤー6の突っ張り作用によって防止することがきる
(c) As shown in FIG. 1(c), the lower end side of the main support column 5 is driven and moved in the horizontal direction by repeating the expansion/contraction operation and rearrangement of the hydraulic cylinder 3, and the roof frame 1 is lifted. During this lifting process, even if the roof frame 1 tends to tilt to one side in the left-right direction, the tensioning action of the safety wire 6 can prevent the roof frame 1 from tilting more than a predetermined amount.

本設支柱5・・・それぞれの下端側には、第2図に示す
ように、接地車輪7が取り付けられ、その接地車輪7の
回転軸芯と前記軸芯X2とが一致するように、シリンダ
ロッド4・・・の先端側が本設支柱5・・・それぞれの
下端側に枢支連結されている。
As shown in FIG. 2, a grounding wheel 7 is attached to the lower end side of each of the main pillars 5, and the cylinder is rotated so that the rotational axis of the grounding wheel 7 and the axis X2 coincide with each other. The distal ends of the rods 4 are pivotally connected to the lower ends of the main columns 5.

シリンダロッド4の長手方向途中箇所に固定用プレート
8が一体連接されている。
A fixing plate 8 is integrally connected to the cylinder rod 4 at a midway point in the longitudinal direction.

このような構成により、先ず、第2図の(a)に示すよ
うに、油圧シリンダ3のシリンダ本体3aのボトム側に
当接するように第1の反力プレート9を構築地盤Gに取
り付は固定し、その状態で油圧シリンダ3を伸張し、伸
張側のストロークエンドに達した状態で、第2図の(b
)に示すように、固定用プレート8に当接するように第
2の反力プレート10を構築地盤Gに取り付は固定し、
その状態で油圧シリンダ3を短縮し、短縮側のストロー
クエンドに達した状態で、前述の場合と同様にして油圧
シリンダ3のシリンダ本体3aのボトム側に当接するよ
うに第1の反力プレート9を構築地盤Gに取り付は固定
し、これらの動作を繰り返して油圧シリンダ3の盛り替
えを行う。
With such a configuration, first, as shown in FIG. In this state, extend the hydraulic cylinder 3, and when it reaches the stroke end on the extension side, (b) in Fig. 2
), the second reaction force plate 10 is fixed to the construction ground G so as to come into contact with the fixing plate 8,
In this state, the hydraulic cylinder 3 is shortened, and when the stroke end on the shortening side is reached, the first reaction plate 9 is moved so as to come into contact with the bottom side of the cylinder body 3a of the hydraulic cylinder 3 in the same manner as in the above case. is fixed to the construction ground G, and these operations are repeated to replace the hydraulic cylinder 3.

■ そして、上述盛り替えを繰り返していき、第1図の
(d)に示すように、本設支柱1がほぼ鉛直の立姿勢に
なる位置まで駆動移動してW根架構1を上昇し、その後
に、コンクリ−)5aを打設して本設支柱5を構築地盤
Gに立設固定し、第3図の斜視図に示すように、大きな
屋根架構1を有する建物を構築する。
■ Then, by repeating the above-mentioned rearrangement, as shown in FIG. Next, concrete 5a is poured and the main pillars 5 are erected and fixed on the construction ground G to construct a building having a large roof frame 1, as shown in the perspective view of FIG.

ワイヤー6・・・は、建物の構築後において撤去しても
良い。
The wires 6... may be removed after the building is constructed.

前記油圧シリンダ3・・・それぞれの油圧配管3aは、
第4図のブロック図に示すように、油圧ポンプや油圧タ
ンクなどの油圧fillに対して定量分配器12を介し
て接続され、各油圧シリンダ3・・・が互いに等しいス
トロークで伸縮作動するように構成されている。
The hydraulic cylinder 3... each hydraulic pipe 3a is
As shown in the block diagram of FIG. 4, it is connected to a hydraulic fill such as a hydraulic pump or a hydraulic tank via a quantitative distributor 12, so that each hydraulic cylinder 3... can extend and contract with the same stroke. It is configured.

笈又裏旌■ 第5図は、第2実施例を示す側面図であり、屋根架構1
に対して軒先を残した状態で本設支柱5を立設する場合
を示し、この場合には、第5図の(a)に示すように、
屋根架構1を地組みした状態で、初期に、本設支柱5を
傾斜姿勢で取り付けることができ、前述第1実施例にお
けるような仮設支柱2が不用である。
Figure 5 is a side view showing the second embodiment, in which the roof frame 1
This shows the case where the main support 5 is erected with the eaves left in place, and in this case, as shown in FIG. 5(a),
When the roof frame 1 is assembled on the ground, the permanent support columns 5 can be initially installed in an inclined position, and the temporary support columns 2 as in the first embodiment described above are unnecessary.

そして、前述第1実施例と同様に、油圧シリンダ3を構
築地盤G上に設置するとともに、その油圧シリンダ3の
シリンダロッド4と屋根架構1とにわたって本設支柱5
を枢支連結するとともに、屋根架構1と構築地盤Gとに
わたってワイヤー6を連結し、油圧シリンダ3の伸縮動
作と盛り替えを繰り返すことにより、第5図の(b)に
示すように、軒先のある大きな屋根架構1を有する建物
を構築する。他の構成は、第1実施例と同じであり、同
一図番を付し、その説明は省略する。
Then, as in the first embodiment, the hydraulic cylinder 3 is installed on the construction ground G, and a main support 5 is installed between the cylinder rod 4 of the hydraulic cylinder 3 and the roof frame 1.
By connecting the wire 6 across the roof frame 1 and the construction ground G, and repeating the expansion/contraction operation and rearrangement of the hydraulic cylinder 3, the eaves can be fixed as shown in FIG. 5(b). A building with a certain large roof frame 1 is constructed. The other configurations are the same as those in the first embodiment, are given the same drawing numbers, and the explanation thereof will be omitted.

上記実施例では、油圧シリンダ3として、−段のものを
用いているが、二段以上の多段タイプの油圧シリンダを
用いても良い。
In the above embodiment, a negative-stage hydraulic cylinder 3 is used, but a multi-stage hydraulic cylinder having two or more stages may also be used.

また、本設支柱5の下端側を水平方向に駆動移動する構
成としては、例えば、駆動機構として電動モータや油圧
モータを用いてネジ部材を駆動回転するように構成し、
一方、押上部材として前記ネジ部材に嗜み合うネジ部を
有するロッドを水平方向に移動可能に設け、そのロッド
の先端に本設支柱5を枢支連結するように構成するもの
でも良い。
Further, as a configuration for driving and moving the lower end side of the main support column 5 in the horizontal direction, for example, an electric motor or a hydraulic motor is used as the drive mechanism to drive and rotate the screw member,
On the other hand, a rod having a threaded portion that engages with the threaded member may be provided as a push-up member so as to be movable in the horizontal direction, and the main support 5 may be pivotally connected to the tip of the rod.

〈発明の効果〉 請求項第(1)項に係る発明のリフトアップ工法によれ
ば、屋根架構の地組みはもちろんのこと、その屋根架構
と本設支柱との連結、ならびに、本設支柱の建方および
屋根架構の持ち上げのいずれをも低位置で行うことがで
きるから、作業性を向上でき、しかも、押上部材の水平
方向への駆動移動によって本設支柱の建方と屋根架構の
持ち上げとを同時に行うことができ、工期を短縮できる
とともに工費を低減できるようになった。
<Effects of the Invention> According to the lift-up method of the invention according to claim (1), it is possible to not only assemble the roof frame, but also to connect the roof frame and the main supports, and to connect the main supports to the main support. Both erection and lifting of the roof frame can be done from a low position, improving work efficiency.Moreover, by driving the push-up member in the horizontal direction, erection of the main supports and lifting of the roof frame can be done easily. can be done at the same time, shortening the construction period and reducing construction costs.

また、請求項第(2)項に係る発明のリフトアップ工法
によれば、仮設部材を設けるだけでありながら、押上部
材の移動に伴う水平方向への力を屋根架構を持ち上げる
鉛直方向への力に良好に変換することができるから、押
上部材にかかる反力を小さくでき、押上部材を比較的強
度の低い部材で構成できるとともに、駆動機構としても
能力の高いものを使用せずに済み、安価である。
Further, according to the lift-up method of the invention according to claim (2), although only a temporary member is provided, the force in the horizontal direction accompanying the movement of the push-up member is replaced by the force in the vertical direction that lifts the roof frame. Because it can be converted well into It is.

また、請求項第(3)項に係る発明のリフトアップ工法
によれば、本設支柱の姿勢変化にかかわらず、押上部材
に曲げ応力がかからず、押上部材を比較的強度の低い部
材で構成できて安価であり、更に、本設支柱の下端側の
水平方向への移動が円滑になり、例えば、本設支柱の下
端側を構築地盤上で滑らせながら移動させる場合に比べ
、摩擦抵抗による動力ロスが無く、駆動機構としても能
力の高いものを使用せずに済んで安価である。
Further, according to the lift-up method of the invention according to claim (3), no bending stress is applied to the push-up member regardless of changes in the posture of the main support, and the push-up member is made of a relatively low-strength member. It is easy to configure and is inexpensive, and it also allows smooth horizontal movement of the lower end of the main support, which reduces frictional resistance compared to, for example, moving the lower end of the main support while sliding it on the construction ground. There is no power loss due to this, and a highly capable drive mechanism is not required, making it inexpensive.

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

図面は、本発明に係るリフトアンプ工法の実施例を示し
、第1図は、リフトアップ工法の第1実施例の手順を説
明する概略側面図、第2図は、油圧シリンダと本設支柱
との連結構成を示す拡大側面図、第3図は全体斜視図、
第4図は、油圧シリンダへの分配供給構成を示すブロッ
ク図、第5ryJは、リフトアップ工法の第2実施例の
手順を説明する概略側面図である。 1・・・W根架構 2・・・仮設部材としての仮設支柱 3・・・駆動機構としての油圧シリンダ4・・・押上部
材としてのシリンダロッド5・・・本設支柱 G・・・構築地盤 Xl・・・屋根架構に対する本設支柱の回転軸芯X2・
・・シリンダロッドに対する本設支柱の回転軸芯
The drawings show an embodiment of the lift amplifier construction method according to the present invention, FIG. 1 is a schematic side view explaining the procedure of the first embodiment of the lift up construction method, and FIG. 3 is an enlarged side view showing the connection configuration, and FIG. 3 is an overall perspective view.
FIG. 4 is a block diagram showing the distribution and supply structure to the hydraulic cylinders, and FIG. 5 is a schematic side view illustrating the procedure of the second embodiment of the lift-up method. 1...W root frame 2...Temporary support as a temporary member 3...Hydraulic cylinder as a drive mechanism 4...Cylinder rod 5 as a push-up member...Permanent support G...Construction ground Xl... Rotation axis X2 of the main support with respect to the roof frame
・・Rotation axis of the main support column relative to the cylinder rod

Claims (3)

【特許請求の範囲】[Claims] (1)屋根架構を地組みした後、前記屋根架構に本設支
柱の一端側を水平方向の軸芯周りで回転可能に枢支連結
するとともに、構築地盤上に駆動機構によって水平方向
に駆動移動可能に設けた押上部材に前記本設支柱の他端
側を水平方向の軸芯周りで回転可能に枢支連結し、前記
本設支柱の下端側を、前記本設支柱がほぼ鉛直の立姿勢
になる位置まで駆動移動して前記屋根架構を上昇し、そ
の後に、前記本設支柱を前記構築地盤に立設固定するこ
とを特徴とするリフトアップ工法。
(1) After the roof frame is assembled into the ground, one end of the main support is pivotally connected to the roof frame so as to be rotatable around a horizontal axis, and is driven horizontally by a drive mechanism on the construction ground. The other end of the main support is pivotally connected to a push-up member that is provided so as to be rotatable about a horizontal axis, and the lower end of the main support is in a standing position in which the main support is substantially vertical. The lift-up construction method is characterized in that the roof frame is raised by driving to a position where the main pillar is erected and fixed on the construction ground.
(2)請求項第(1)項に記載の屋根架構を、高さの低
い仮設部材に載置する状態で地組みし、水平方向に対し
て傾斜した姿勢で前記屋根架構に押上部材を連結するリ
フトアップ工法。
(2) The roof frame according to claim (1) is assembled on the ground while being placed on a temporary member of low height, and the push-up member is connected to the roof frame in an attitude inclined with respect to the horizontal direction. Lift-up method.
(3)請求項第(1)項または第(2)項に記載のリフ
トアップ工法において、本設支柱の下端側に接地車輪を
取り付け、その接地車輪の回転軸芯周りで回転可能に前
記本設支柱の他端側に押上部材を枢支連結するリフトア
ップ工法。
(3) In the lift-up construction method according to claim (1) or (2), a grounding wheel is attached to the lower end side of the main pillar, and the grounding wheel is rotatable around the rotation axis of the main support. A lift-up method in which a push-up member is pivotally connected to the other end of the installation support.
JP14775790A 1990-06-06 1990-06-06 Lift-up method Expired - Fee Related JP2742132B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14775790A JP2742132B2 (en) 1990-06-06 1990-06-06 Lift-up method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14775790A JP2742132B2 (en) 1990-06-06 1990-06-06 Lift-up method

Publications (2)

Publication Number Publication Date
JPH0441832A true JPH0441832A (en) 1992-02-12
JP2742132B2 JP2742132B2 (en) 1998-04-22

Family

ID=15437472

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14775790A Expired - Fee Related JP2742132B2 (en) 1990-06-06 1990-06-06 Lift-up method

Country Status (1)

Country Link
JP (1) JP2742132B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003522860A (en) * 2000-02-10 2003-07-29 ピーター ダン リミテッド Arch structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003522860A (en) * 2000-02-10 2003-07-29 ピーター ダン リミテッド Arch structure

Also Published As

Publication number Publication date
JP2742132B2 (en) 1998-04-22

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