JPH09105233A - Mechanism for hoisting on-ground assembled floor for double-up for driving floor leading rise type construction - Google Patents

Mechanism for hoisting on-ground assembled floor for double-up for driving floor leading rise type construction

Info

Publication number
JPH09105233A
JPH09105233A JP26406795A JP26406795A JPH09105233A JP H09105233 A JPH09105233 A JP H09105233A JP 26406795 A JP26406795 A JP 26406795A JP 26406795 A JP26406795 A JP 26406795A JP H09105233 A JPH09105233 A JP H09105233A
Authority
JP
Japan
Prior art keywords
floor
hoisting
ground
suspension
double
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
JP26406795A
Other languages
Japanese (ja)
Other versions
JP3463116B2 (en
Inventor
Kanta Miyaguchi
幹太 宮口
Shiro Taniguchi
四郎 谷口
Takeshi Mitsui
健 三井
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 JP26406795A priority Critical patent/JP3463116B2/en
Publication of JPH09105233A publication Critical patent/JPH09105233A/en
Application granted granted Critical
Publication of JP3463116B2 publication Critical patent/JP3463116B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To facilitate the level adjustment by supporting a lower fitting with a hoisting rod, which is suspended from an upper fitting, and supporting an upper part of the hoisting shaft with the lower fitting freely to be moved in the vertical direction, and hoisting a floor, which is assembled on the ground, with the hoisting shaft through a hoisting tool. SOLUTION: An upper fitting 7 is placed on a flange of a large beam 6 of a driving floor so as to ride over it in the cross direction. An upper part of two hoisting rods 8 are respectively fitted to the upper fitting 7 by a double nut 9 so as to be hoisted in parallel with each other. A lower fitting 10 is fitted to a lower part of the hoisting rods 8 by a double nut 11, and while a hoisting shaft 12 is fitted to an intermediate position of the hoisting rods 8 by a double nut 14 so as to pass through the lower fitting 10. A hoisting tool 15 is connected to a lower part of the hoisting shaft 12 by screwing. A hoisting part 20, which is provided in the top surface of the flange of a steel framed beam 19 of a floor assembled on the ground, is pinched by the hoisting tool 15, and a pin 21 is inserted for connection. Level adjustment of the height position of the floor, which is assembled on the ground, can be easily performed by turning the nut 14 in the normal direction or the reverse direction so as to move the hoisting shaft 12 in the vertical direction.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明が属する技術分野】この発明は、駆動階先行上昇
型建築工法に実施されるダブルアップ用地組床吊り機構
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a double-up ground floor hanging mechanism for use in a drive-floor first-rise building method.

【0002】[0002]

【従来の技術】最終的に建物の最上階となる駆動階をま
ず地上で組立て、この駆動階を本設柱に沿って先行上昇
させて屋根代用とすると共に建築作業の中枢のプラット
ホームとして利用し、各階の建築作業を下から順に上方
へ向かって積層方式で進める駆動階先行上昇型建築工法
は、例えば特開平3−81434号、特開平4−231
529号、特開平4−231530号、特開平4−28
1961号公報などにそれぞれ記載されて公知、周知に
属する。
2. Description of the Related Art The drive floor, which is finally the top floor of a building, is first assembled on the ground, and the drive floor is moved up along the main pillars to be used as a roof substitute and used as a central platform for construction work. For example, Japanese Patent Laid-Open No. 3-81434 and Japanese Patent Laid-Open No. 4-231 disclose a driving-floor advance ascending type construction method in which the construction work of each floor is sequentially advanced from the bottom to the top in a stacked manner.
529, JP-A-4-231530, JP-A-4-28
They are described in Japanese Patent Publication No. 1961 and the like, and are well known and well known.

【0003】また、当該建築工法の他の特徴として、各
階の建築作業は、図4A,Bに例示したように、駆動階
1の直下の本設床2の上で次上階床3の地組みを行い
(図4A)、この地組床3は吊り機構4で駆動階1に吊
り、駆動階1の先行上昇の工程と共に地組床を合一に上
昇させ(図4B)、その取付け位置(次上階位置)へ持
ち上げて柱との接合を行い、本設床とすることが行われ
る。図4中の符号5は本設柱を指す。
As another feature of the construction method, the construction work on each floor is performed on the ground floor of the next upper floor 3 on the permanent floor 2 directly below the driving floor 1, as illustrated in FIGS. 4A and 4B. Assembling is performed (FIG. 4A), the ground floor 3 is hung on the driving floor 1 by the hanging mechanism 4, and the ground floor is unitarily lifted (step 4B) along with the preceding ascent process of the driving floor 1 and its mounting position. It will be lifted to the (next upper floor position) and joined to the pillar to form the permanent floor. Reference numeral 5 in FIG. 4 indicates a permanent pillar.

【0004】従って、地組床吊り機構は、駆動階先行上
昇型建築工法において重要な役割を担っている。
Therefore, the ground floor suspension mechanism plays an important role in the construction of the drive floor preceding ascending type construction method.

【0005】[0005]

【本発明が解決しようとする課題】従来の地組床吊り機
構は、駆動階の大梁と地組床の梁とを高張力ワイヤーで
連結したにすぎない構成であった。このため下記するよ
うな問題があり、解決課題になっている。 レベル調整が困難である。駆動階の上昇動作は、本
設柱に反力をとって所謂尺取り虫の如き動作をくり返す
油圧ジャッキ式の押上装置により行うため、数mm乃至数
cm刻みのレベル調整は制御上不可能に近い。このため地
組床の取付け位置に対するレベル調整に困難をきわめて
いた。 地組床に対する吊り機構の切り離し、解放の操作が
困難である。上記したように、駆動階の上昇は油圧ジャ
ッキ式の押上装置で行っており、本質的に上昇動作用と
して構成されており、必要に応じて若干下降動作させる
ことは制御上難しい。このため従来のワイヤーを使った
吊り機構は、地組床を柱へ本接合した後に同地組床から
ワイヤーを外す解放作業を、駆動階で吊ったまま(張力
負荷が作用した状態のまま)行う他なく、よって連結を
解く作業が大変困難であり、張力解放時には危険があっ
た。 地組床を駆動階と共に上昇させる当初に吊り機構に
予張力をかけることができず、所謂地切り(又は地離
れ、床離れ)を円滑にできない。繰り返し説明してきた
ように、駆動階の上昇は油圧ジャッキ式の押上装置で行
っているが、その油圧装置に突然衝撃的に大きな負荷を
作用させるのは危険であるし、上昇動作の円滑を期し難
い。即ち、駆動階と地組床とを連結したワイヤーから成
る吊り機構の場合は、実際上ワイヤーが緩んだままの状
態、つまり張力零の状態から駆動階の上昇動作を開始す
る他なく、このため地切り時に負荷の掛り方が均衡を欠
きギクシャクして不具合であった。一基の吊り機構には
およそ20トン位の大きな吊り負荷が作用するから、こ
のように大きな負荷に耐えてワイヤーに予張力を付与す
る適切な手段は見当たらないのが実情である。
The conventional ground floor suspension mechanism has a structure in which the large beam on the drive floor and the beam on the ground floor are simply connected by a high tension wire. For this reason, there are the following problems, which are problems to be solved. Level adjustment is difficult. Since the ascending operation of the driving floor is performed by a hydraulic jack type lifting device that repeats the operation like a so-called scale insect by taking a reaction force to the main installation column, it is several mm to several mm.
Level adjustment in cm increments is almost impossible due to control. For this reason, it was extremely difficult to adjust the level of the mounting position of the ground floor. It is difficult to separate and release the suspension mechanism from the ground floor. As described above, the drive floor is lifted by the hydraulic jack type lifting device, which is essentially configured for lifting motion, and it is difficult to control it to move it down a little if necessary. For this reason, the conventional suspension mechanism using wires is used to perform the releasing work to remove the wires from the ground floor after the main floor floor is joined to the pillar, while hanging it on the driving floor (while the tension load is still applied). There was no choice but to do so, the work of uncoupling was extremely difficult, and there was a risk when releasing the tension. The tensioning mechanism cannot be pretensioned at the beginning when the ground floor is raised together with the driving floor, and so-called ground cutting (or ground separation, floor separation) cannot be performed smoothly. As I have repeatedly explained, the lifting of the drive floor is performed by the hydraulic jack type lifting device, but it is dangerous to suddenly apply a large load to the hydraulic device, and it is necessary to ensure smooth lifting operation. hard. That is, in the case of a suspension mechanism composed of a wire connecting the driving floor and the ground floor, the lifting operation of the driving floor must be started from the state where the wire is actually loose, that is, the state where the tension is zero. There was a problem that the load was not balanced and was jerky when cutting the ground. Since a large suspension load of about 20 tons acts on one suspension mechanism, it is the actual situation that there is no suitable means for withstanding such a large load and pretensioning the wire.

【0006】したがって、本発明の目的は、レベル調整
が容易で、駆動階の上昇と併せて所謂ダブルアップの操
作が可能であり、よって地組床の引き上げ当初には地切
りを円滑ならしめる程度の予張力を付与することが可能
であり、また、地組床を取付け階の位置へ本接合した後
には切り離し、解放作業のために張力の解除が容易に可
能なダブルアップ用地組床吊り機構を提供することであ
る。
Therefore, an object of the present invention is that the level can be easily adjusted and so-called double-up operation can be performed together with the raising of the driving floor, so that the ground cutting can be smoothed at the beginning of raising the ground floor. It is possible to apply the pre-tension of the above, and it is possible to release the tension for the release work by disconnecting the foundation floor after the main joining to the position of the installation floor, and it is possible to easily release the tension for the double up foundation floor hanging mechanism. Is to provide.

【0007】[0007]

【課題を解決するための手段】上述した課題を解決する
ための手段として、請求項1の発明に係る駆動階先行上
昇型建築工法のためのダブルアップ用地組床吊り機構
は、駆動階に取付けられた上部金物から吊りロッドが吊
り下げられ、該吊りロッドによって下部金物が支持され
ていること、前記下部金物を垂直に貫通する吊り軸が設
けられ、該吊り軸の上部は前記下部金物に設置されたス
ラストベアリングを介してねじ込まれたナットにより上
下方向の微調整(レベル調整)が可能に支持されてお
り、該吊り軸の下部に吊具が設けられ、該吊具によって
地組床が吊られていることを特徴とする。
As a means for solving the above-mentioned problems, a double-up ground floor suspension mechanism for a drive-floor preceding rise-type construction method according to the invention of claim 1 is attached to the drive floor. A hanging rod is hung from the upper metal piece, and the lower metal piece is supported by the hanging rod; and a hanging shaft that vertically penetrates the lower metal piece is provided, and the upper part of the hanging shaft is installed on the lower metal piece. It is supported by a nut that is screwed in via a thrust bearing that can be finely adjusted in the vertical direction (level adjustment). A suspending tool is provided under the suspension shaft, and the ground floor is suspended by the suspending tool. It is characterized by being.

【0008】[0008]

【発明の実施の形態】本発明の地組床吊り機構は、駆動
階の大梁と、地組床の梁とを連結する形で実施される。
また、図5のように、本設柱5の近傍位置に集中的に設
置して使用される。各梁材の曲げ負荷をなるべく低減す
る配慮に基づく。吊り機構の好ましい実施形態として、
吊りロッドは2本平行に配置して、上部金物及び下部金
物を安定な両端支持の形とする。一方、吊り軸は前記2
本の吊りロッドの中間位置に1本配置し、もって地組床
の荷重は中央の吊り軸を通じて両側2本の吊りロッドへ
均等に負荷する構成で実施される。1本の吊りロッドに
は6トン〜10トン程度の荷重が負荷する規模で実施さ
れる。
BEST MODE FOR CARRYING OUT THE INVENTION The ground floor hanging mechanism of the present invention is implemented by connecting a large beam on a drive floor and a beam on the ground floor.
In addition, as shown in FIG. 5, it is used by being intensively installed in the vicinity of the main installation column 5. Based on consideration to reduce the bending load of each beam as much as possible. As a preferred embodiment of the hanging mechanism,
The two hanging rods are arranged in parallel so that the upper metal member and the lower metal member are stably supported at both ends. On the other hand, the suspension shaft is 2
One suspension rod is arranged at an intermediate position so that the load of the ground floor floor is evenly applied to the two suspension rods on both sides through the central suspension shaft. It is carried out on a scale where a load of about 6 tons to 10 tons is applied to one suspension rod.

【0009】吊り軸の上部を下部金物に支持させるナッ
ト(ダブルナット)をレンチ等で回すことにより、ねじ
運動として地組床の高さ位置を数分の1mm程度から数cm
の範囲にわたりレベル調整することが可能である。従っ
て、駆動階の油圧ジャッキ式押上装置のみによっては一
致させることが難しい地組床の取付け位置に対するレベ
ル調整(ダブルアップ)を容易に、正確に、必要十分な
調整幅をもって迅速に行うことができ、建築の精度、品
質の向上、及び能率向上に寄与する。また、当該吊り機
構によって駆動階の大梁と地組床の梁とを連結した後、
やはりナットを回すレベル調整の要領でナットの締結力
を増大させ、円滑な地切りに適切な大きさの予張力を吊
り機構に付与することができる。逆に、地組床を取付け
階へ本設接合した後、当該吊り機構を地組床から切り離
し、解放するに際しても、やはりナットを回すレベル調
整の要領でナットの締結力を緩め、吊り機構に作用して
いる張力(吊り負荷)を完全に解消して、連結を解く作
業を容易に安全に行うことができる。
By rotating a nut (double nut) for supporting the upper part of the suspension shaft to a lower metal object with a wrench or the like, the height position of the ground floor is moved from a fraction of a few mm to a few cm as a screw movement.
It is possible to adjust the level over the range. Therefore, level adjustment (double up) for the mounting position of the ground floor, which is difficult to match only with the hydraulic jack type lifting device on the drive floor, can be performed easily, accurately and quickly with the necessary and sufficient adjustment width. , Contribute to the improvement of construction accuracy, quality, and efficiency. Also, after connecting the large beam on the driving floor and the beam on the ground floor by the suspension mechanism,
Again, the fastening force of the nut can be increased by adjusting the level of turning the nut, and a pretension of an appropriate amount for smooth ground cutting can be applied to the suspension mechanism. On the contrary, after permanently connecting the ground floor to the installation floor and then disconnecting and releasing the suspension mechanism from the ground floor, loosen the nut tightening force in the same way as adjusting the level by turning the nut, and attach it to the suspension mechanism. The tension (suspension load) that is acting can be completely eliminated, and the work of uncoupling can be performed easily and safely.

【0010】[0010]

【実施例】以下に、図示した本発明の実施例を説明す
る。図1〜図3に示した本発明のダブルアップ用地組床
吊り機構は、駆動階の大梁6を幅方向に跨ぐようにその
フランジ上に載置された上部金物7の両端部に対称的な
配置で、2本の吊りロッド8,8の上部がダブルナット
9で取付けられ、垂直下向きに平行に吊り下げられてい
る。吊りロッド8は、長さが8.3m位、外径が35mm
位の鋼棒であり、その上下両端部には有効径が32mm位
の雄ねじ部が長さ160mmに形成されている。上部金物
7は鋼板による溶接組立品である。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a block diagram showing an embodiment of the present invention. The double-up groundwork floor hanging mechanism of the present invention shown in FIGS. 1 to 3 is symmetrical to both ends of the upper metal fitting 7 placed on the flange so as to straddle the girder 6 on the driving floor in the width direction. In the arrangement, the upper parts of the two suspension rods 8 and 8 are attached by double nuts 9 and suspended vertically downward and in parallel. The hanging rod 8 has a length of about 8.3 m and an outer diameter of 35 mm.
Steel rod having a diameter of about 32 mm and a length of 160 mm at both upper and lower ends thereof. The upper metal piece 7 is a welded assembly made of a steel plate.

【0011】前記2本の吊りロッド8,8の下部に、下
部金物10が、やはりダブルナット11で水平に取付け
られている。この下部金物10も鋼板の溶接組立品であ
る。下部金物10の中央部、即ち前記2本の吊りロッド
8,8の中間位置に、下部金物10を垂直下向きに貫通
する配置で吊り軸12が設けられている。吊り軸12は
長さ48cm位、直径が65mm位の鋼棒である。図3に構
造詳細を示しているように、吊り軸12の上部は、下部
金物10の上面部に設置したスラストベアリング13を
介してダブルナット14で吊り支持されている。また、
吊り軸12の下部に二叉形状の吊具15がねじ結合さ
れ、更に止めナット16及びカンザシピン17で不離一
体的に設けられている。前記吊具15の二叉部分で、地
組床3の鉄骨梁19のフランジ上面に設けてある吊部2
0を挾み、連結ピン21を差して連結が行われている。
連結ピン21の先端部には抜け止めピン22が差し込ま
れている。
A lower metal member 10 is horizontally attached to the lower part of the two suspension rods 8 by a double nut 11 as well. This lower metal part 10 is also a welded assembly of steel plates. A suspension shaft 12 is provided at a central portion of the lower metal product 10, that is, at an intermediate position between the two suspension rods 8 and 8 so as to vertically penetrate the lower metal product 10 downward. The suspension shaft 12 is a steel rod having a length of about 48 cm and a diameter of about 65 mm. As shown in the structural details in FIG. 3, the upper portion of the suspension shaft 12 is suspended and supported by a double nut 14 via a thrust bearing 13 installed on the upper surface of the lower metal member 10. Also,
A fork 15 having a two-pronged shape is screwed to the lower portion of the suspension shaft 12, and is further provided integrally with a lock nut 16 and a pin 17 so as to be separated from each other. The forked portion 2 provided on the upper surface of the flange of the steel beam 19 of the ground floor 3, which is a fork of the hanging device 15.
The connection is performed by inserting 0 and inserting the connecting pin 21.
A retaining pin 22 is inserted into the tip of the connecting pin 21.

【0012】従って、連結ピン21を抜き差しすること
によって、吊り軸12と地組床18との連結又は切り離
しがワンタッチ的に軽便に自在に行われる。また、吊り
軸12の上部へねじ込まれたナット14を正・逆方向へ
回すことにより、ねじ運動として吊り軸12の高さ位
置、ひいては同吊り軸12に吊り支持された地組床3の
高さ位置のレベル調整(ダブルアップ)を行うことがで
きる。その場合、吊り軸12には10トン〜20トンぐ
らいの吊り荷重(地組床の荷重)が負荷されているが、
スラストベアリング13によってナット14の回転抵抗
は大幅に軽減されるので、レンチ等でナット14を回す
作業は人力としてもさして負担にならない。
Therefore, by connecting / disconnecting the connecting pin 21, the suspension shaft 12 and the ground floor 18 can be connected or disconnected freely with one touch. Further, by rotating the nut 14 screwed into the upper portion of the suspension shaft 12 in the forward and reverse directions, the height position of the suspension shaft 12 as a screw motion, and by extension, the height of the ground floor 3 suspended and supported by the suspension shaft 12. Level adjustment (double up) can be performed. In that case, a suspension load (load of the ground floor) of about 10 to 20 tons is applied to the suspension shaft 12,
Since the rotational resistance of the nut 14 is significantly reduced by the thrust bearing 13, the work of turning the nut 14 with a wrench or the like is not a burden to human labor.

【0013】[0013]

【本発明が奏する効果】本発明に係るダブルアップ用地
組床吊り機構を駆動階先行上昇型建築工法に実施する
と、地組床を引き上げる当初に、当該吊り機構に予め適
度な予張力を付与して、地組床の地切り(地離れ)を円
滑に安全に行うことができる。また、地組床を取付け階
の位置まで上昇させた段階で、駆動階を静止させたま
ま、地組床の高さを取付け位置へぴたり一致させるため
のレベル調整(ダブルアップ)が容易に行えるので、位
置出しの作業性が向上すると共に、建築作業の品質、精
度の向上に寄与する。
[Advantageous Effects of the Invention] When the double-up ground floor lifting mechanism according to the present invention is applied to the drive floor preceding ascending type construction method, an appropriate pretension is applied to the lifting mechanism in advance at the time of raising the ground floor. As a result, ground cutting (ground separation) of the ground floor can be performed smoothly and safely. Also, at the stage where the ground floor is raised to the position of the mounting floor, level adjustment (double up) can be easily performed to make the height of the ground floor exactly match the mounting position while keeping the driving floor stationary. Therefore, the workability of positioning is improved and the quality and accuracy of construction work are improved.

【0014】更に、地組床を取付け位置へ本設接合した
後には、吊り機構に作用している張力(吊り負荷)を一
旦零にまで解除し、その後に吊り機構と本設化した地組
床との連結を解く作業を行うことにより、同作業を安全
に容易に能率良く行うことができる。
Further, after the foundation floor is permanently connected to the mounting position, the tension (suspension load) acting on the suspension mechanism is temporarily released to zero, and then the suspension mechanism and the foundation structure are permanently constructed. By performing the work for releasing the connection with the floor, the work can be performed safely, easily and efficiently.

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

【図1】本発明に係る吊り機構の全体構造を示した斜視
図である。
FIG. 1 is a perspective view showing an entire structure of a suspension mechanism according to the present invention.

【図2】同上吊り機構の使用状態を示した立面図であ
る。
FIG. 2 is an elevational view showing a usage state of the upper hanging mechanism.

【図3】吊り軸部分の拡大した断面図である。FIG. 3 is an enlarged sectional view of a suspension shaft portion.

【図4】A,Bは駆動階先行上昇型建築工法の特に地組
床の組立工程と上昇工程を示した立面図である。
4A and 4B are elevation views showing an assembling process and an ascending process of a ground floor, in particular, of a drive floor preceding ascending type construction method.

【図5】駆動階と地組床を連結する吊り機構の配置を示
した概念図である。
FIG. 5 is a conceptual diagram showing the arrangement of a suspension mechanism that connects the drive floor and the ground floor.

【符号の説明】[Explanation of symbols]

1 駆動階 3 地組床 6 大梁 7 上部金物 8 吊りロッド 10 下部金物 12 吊り軸 13 スラストベアリング 14 ナット 15 吊具 19 梁 1 Driving floor 3 Ground floor 6 Large beam 7 Upper hardware 8 Suspension rod 10 Lower hardware 12 Suspension shaft 13 Thrust bearing 14 Nut 15 Suspension tool 19 Beam

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 駆動階に取付けた上部金物から吊りロッ
ドが吊り下げられ、該吊りロッドによって下部金物が支
持されていること、前記下部金物を垂直に貫通する吊り
軸が設けられ、該吊り軸の上部は前記下部金物に設置さ
れたスラストベアリングを介してねじ込まれたナットに
より上下方向の微調整が可能に支持されており、該吊り
軸の下部に吊具が設けられ、該吊具によって地組床が吊
られていることを特徴とする、駆動階先行上昇型建築工
法のためのダブルアップ用地組床吊り機構。
1. A suspension rod is hung from an upper hardware attached to a drive floor, a lower hardware is supported by the suspension rod, and a suspension shaft is provided which vertically penetrates the lower hardware. The upper part of is supported by a nut screwed through a thrust bearing installed in the lower metal part so that fine adjustment in the vertical direction is possible, and a hanger is provided at the lower part of the hanging shaft. A double-up ground floor suspension mechanism for a drive floor preceding ascent type construction method, characterized in that the floor is hung.
JP26406795A 1995-10-12 1995-10-12 Double upholstery floor suspension mechanism for the driving floor advanced ascent type construction method Expired - Fee Related JP3463116B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26406795A JP3463116B2 (en) 1995-10-12 1995-10-12 Double upholstery floor suspension mechanism for the driving floor advanced ascent type construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26406795A JP3463116B2 (en) 1995-10-12 1995-10-12 Double upholstery floor suspension mechanism for the driving floor advanced ascent type construction method

Publications (2)

Publication Number Publication Date
JPH09105233A true JPH09105233A (en) 1997-04-22
JP3463116B2 JP3463116B2 (en) 2003-11-05

Family

ID=17398067

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26406795A Expired - Fee Related JP3463116B2 (en) 1995-10-12 1995-10-12 Double upholstery floor suspension mechanism for the driving floor advanced ascent type construction method

Country Status (1)

Country Link
JP (1) JP3463116B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112177320A (en) * 2020-09-28 2021-01-05 厦门安科科技有限公司 Attachment structure for creeping formwork frame body

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112177320A (en) * 2020-09-28 2021-01-05 厦门安科科技有限公司 Attachment structure for creeping formwork frame body

Also Published As

Publication number Publication date
JP3463116B2 (en) 2003-11-05

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