JPH028432A - Coupling method of long truss in travelling method and forced deflection provider of truss - Google Patents
Coupling method of long truss in travelling method and forced deflection provider of trussInfo
- Publication number
- JPH028432A JPH028432A JP4078988A JP4078988A JPH028432A JP H028432 A JPH028432 A JP H028432A JP 4078988 A JP4078988 A JP 4078988A JP 4078988 A JP4078988 A JP 4078988A JP H028432 A JPH028432 A JP H028432A
- Authority
- JP
- Japan
- Prior art keywords
- truss
- lower chord
- hydraulic jack
- stage
- forced deflection
- 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
Links
- 238000000034 method Methods 0.000 title claims description 9
- 238000010168 coupling process Methods 0.000 title 1
- 239000000463 material Substances 0.000 claims abstract description 40
- 238000010276 construction Methods 0.000 claims description 16
- 229910000831 Steel Inorganic materials 0.000 description 9
- 239000010959 steel Substances 0.000 description 9
- 238000005452 bending Methods 0.000 description 2
- 230000001934 delay Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000005303 weighing Methods 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
【発明の詳細な説明】
［産業上の利用分野］
この発明は、建物を多数のブロックに分割して１ブロツ
クずつ組立てた後、順次移動して建物に組立てるトラベ
リング工法における長大トラスの連結方法およびトラス
の強制たわみ付与装置に関するものである。[Detailed Description of the Invention] [Field of Industrial Application] This invention relates to a method for connecting long trusses in a traveling construction method in which a building is divided into a large number of blocks, each block is assembled one by one, and then the blocks are sequentially moved and assembled into a building. This invention relates to a truss forced deflection device.
［従来の技術］
トラベリング工法では、建物の屋根工事と下部躯体工事
を平行して行うことができる利点があるが、この利点を
生かすため屋根部トラスの鉄骨建方後直ちに仕上材や設
備を取付けて建築場所へ移動するようにしている。この
場合、トラスは自重および仕上材や設備の荷重によるた
わみに見合う高さだけ、第８図および第９図に示すよう
に、トラス３０の中央部３１を両端部３２．３２より高
くなるように受け材３３上で組立てられたものが用いら
れているが、鉄骨のみのトラスと仕上材３４や設備を取
付けたトラスとでは積載荷重に大きな差が生じ、また鉄
骨組立てヤードの仮設ステージ３５上で組立てたトラス
の荷重分担についでみると、第１０図に示すようにトラ
ス３０のつなぎ材３６は■通りのトラス３０が仮設ステ
ージ３５上で支えられているので■通りのトラス３０ｂ
にかかる荷重は１スパンの１／２であるのに対して、仮
設ステージ３５から右方に移動した■通り〜■通りのト
ラス３０ａは１スパン全体の荷重を支えているので荷重
の分担割合からも両者のトラスには荷重差を生じ、した
がってトラスのたわみ量にも差を生じるが、従来のトラ
スの長さは比較的小さいためたわみ量の差も少なく、つ
なぎ材の接合にも格別支障を生じることはなかった。[Conventional technology] The traveling construction method has the advantage of being able to perform roof construction and lower frame construction in parallel to a building, but in order to take advantage of this advantage, finishing materials and equipment are installed immediately after the steel frame of the roof truss is erected. and then move to the construction site. In this case, the truss is designed so that the center part 31 of the truss 30 is higher than both end parts 32 and 32, as shown in FIGS. A truss assembled on a support material 33 is used, but there is a large difference in the carrying load between a truss with only a steel frame and a truss with finishing materials 34 and equipment attached. Regarding the load sharing of the assembled truss, as shown in Fig. 10, the connecting material 36 of the truss 30 is
The load applied to is 1/2 of one span, whereas the truss 30a from ■ street to ■ street, which was moved to the right from the temporary stage 35, supports the load of the entire span, so from the load sharing ratio However, since the length of the conventional truss is relatively small, the difference in the amount of deflection is small, and there is no particular problem in joining the connecting materials. It never happened.
［発明が解決しようとする課題］
最近、大規模の多目的ホールのようなトラスの長さが１
００ｍを超重ような長大トラスのトラベリング工法にお
いては、トラス中央部でのたわみ量が鉄骨のみの時と仕
上材を取付けた時とでは大ぎな差が生じる。このため、
第１０図において■通りと■通りとではトラス中央部の
たわみ量が大きく具なり、■通りと■通り間の鉄骨のつ
なぎ材３６の接合時にボルト孔が合わなくなったり、ボ
ルト孔合わせが容易′Ｃなくなり、また仮ボルト締めが
できたとしてもそのまま本締めをすると仮設ステージ３
５から移動後、仕上材３４を取付けたときにトラスがた
わみ、部材に余分な応力が発生する等の問題がある。[Problem to be solved by the invention] Recently, the length of trusses such as large-scale multipurpose halls is 1
In the traveling construction method for long trusses weighing over 1,000 m, there is a large difference in the amount of deflection at the center of the truss between when only the steel frame is used and when finishing materials are attached. For this reason,
In Fig. 10, the amount of deflection in the center of the truss is large between the ■ street and the ■ street, and when joining the steel frame connecting material 36 between the ■ street and C is gone, and even if the bolts can be temporarily tightened, if the final tightening is performed, temporary stage 3 will occur.
When the finishing material 34 is attached after moving from 5, the truss is bent, causing problems such as extra stress being generated in the member.
これらの問題の対策として、（イ）■通りと■通り間に
鉄骨組立後仕上材３４の取付けをも先行して行い、その
積載荷重により■通りのトラス３０ｂに予めたわみを生
じさせるようにするか、またはく口）■通りと■通りの
間において行っていた仕上材３４の取付けを■通りと■
通りの間で行い■通りのトラス３０ａのたわみ聞を減ら
すことが考えられるが、前記（イ）の場合はつなぎ材３
６が仮ボルトで連結されており、仮ボルトに作用するせ
ん断力が大きくなり耐力が不足する恐れがあり、かつ仕
上材の先行揚重、取付は作業に時間を費やすためトラベ
リングの工程が延び工事完成が遅れる問題があり、前記
（ロ）の場合は■通りと■通り間の作業のための作業ス
テージおよび養生ステージが余分に必要なため仮設費が
上昇するとともに、作業スペースが減少するため、下部
躯体工事等の下部作業に支障を生じる問題がある。As a countermeasure for these problems, (a) Install the finishing material 34 after assembling the steel frame between the ■ street and the ■ street in advance, so that the truss 30b of the ■ street is deflected in advance due to the applied load. (or entrance) The finishing material 34 that was previously installed between the ■ street and ■ street will be replaced with ■ street and ■.
It is possible to reduce the deflection of the street truss 30a between the streets, but in the case of (a) above, the connecting material 3
6 are connected with temporary bolts, and the shearing force acting on the temporary bolts becomes large and there is a risk of insufficient strength.Additionally, the preliminary lifting and installation of finishing materials takes time, which lengthens the traveling process and delays construction work. There is a problem of delays in completion, and in the case of (b) above, an extra work stage and curing stage are required for work between ■ street and ■ street, which increases temporary construction costs and reduces work space. There is a problem that causes problems with lower structure work such as lower structure work.
この発明はこれら問題を解決することを課題とするもの
である。This invention aims to solve these problems.
［課題を解決ザるための手段コ
この発明は、上記の課題を解決するため、組立用ステー
ジ５上で中央部２を両端部３，３より高くしたトラス１
ａを組立てた後トラス１ａをステージ５から前方のレー
ル６上に移動させる第１工程と、トラス１ａ上に仕上材
７を取付【」る第２１程と、ステージ５上のトラス１ａ
と同様のトラス１ｂを組立て、このトラス１ｂのつなぎ
材８とトラス１ａとを仮ボルト締めで連結する第３工程
と、トラス１ｂの下弦材９を下方へ強制的にたわませ、
トラス１ａの下弦材のレベルと一致させる第４工程と、
両トラス工法、１ｂの本ボルト締めを完了しトラス１ｂ
に仕上材７を取付けた後強制たわみを解除する第５工程
とからなるトラベリング工法における長大トラスの連結
方法および油圧ジヤツキ１７の下部をトラスの長さ方向
に回動できるように受け座１６に枢着し、油圧ジヤツキ
１７のピストンロッド１９とトラスの下弦材９に取付け
る吊り金具１１とをユニバーサルジヨイント１４で連結
したトラベリング工法におけるトラスの強制たわみ付与
装置の手段を講じるものである。[Means for Solving the Problems] In order to solve the above problems, the present invention provides a truss 1 in which the center part 2 is higher than both end parts 3 on the assembly stage 5.
The first step is to move the truss 1a from the stage 5 onto the front rail 6 after assembling the truss 1a, the 21st step is to attach the finishing material 7 on the truss 1a, and the truss 1a on the stage 5.
A third step of assembling a truss 1b similar to the above, connecting the connecting member 8 of this truss 1b and the truss 1a with temporary bolt tightening, and forcibly bending the lower chord member 9 of the truss 1b downward,
a fourth step of matching the level of the lower chord of the truss 1a;
Both truss construction method, main bolt tightening of 1b completed, truss 1b
A method for connecting a long truss in the traveling construction method, which includes a fifth step of releasing the forced deflection after attaching the finishing material 7 to the truss. The piston rod 19 of the hydraulic jack 17 and the hanging fitting 11 attached to the lower chord member 9 of the truss are connected by a universal joint 14 to provide a forced deflection device for the truss in the traveling construction method.
［作 用］ この発明の作用について実施例を参照して説明する。[Work] The operation of this invention will be explained with reference to embodiments.
長大トラスコは自重および仕上材や設備の荷重によりた
わむので中央部２を両端部３．３より高くなるように組
立てられているため、組立用ステージ５の前方のレール
６上へ移動されて仕上材７を取付けられるとトラス１ａ
がたわんで中央部２が下がり、つぎに中央部２の高い状
態のトラス１ど連結するために、そのつなぎ月８を仮ボ
ルト締めにより連結した後連結するトラス１ｂの下弦材
９の中央部を油圧ジヤツキ１７で引ぎ下げて強制的にた
わませ仕上材７を取付けたトラス１ａのレベルと同一・
のレベルとした後にボルトを本締めして仕上材７を取付
けることにより、ボルト孔の不整合の仮ボルト締め時に
生じる余分の応力の発生等をなくすようにするものであ
る。Since the long trussco bends due to its own weight and the load of finishing materials and equipment, it is assembled so that the center part 2 is higher than both ends 3.3, so it is moved onto the rail 6 in front of the assembly stage 5 and the finishing material is When 7 is installed, truss 1a
When the center part 2 sags and lowers, the middle part 2 of the lower chord member 9 of the truss 1b to be connected is connected by temporary bolt tightening in order to connect the truss 1 in the high state of the center part 2. It is the same level as the truss 1a with the finishing material 7 attached by pulling it down with the hydraulic jack 17 and forcibly bending it.
By fully tightening the bolts and attaching the finishing material 7 after the bolts have been brought to the level shown in FIG.
［実施例］ この発明の実施例について図面を参照して説明する。[Example] Embodiments of the invention will be described with reference to the drawings.
第１図において、トラス１は自重および仕上材等の荷重
によりたわむので、これに見合う高さだけ中央部２を両
端部３．３より高くなるように受け材４上で組立てられ
る。In FIG. 1, since the truss 1 bends due to its own weight and the load of finishing materials, it is assembled on the support member 4 so that the center portion 2 is higher than both end portions 3.3 by a corresponding height.
まず最初に第２図において、第１工程で組立用ステージ
５上で中央部２を両端部３．３より高くしたトラス１ａ
を組立てた後、組立用ステージ５から前方のレール６上
へ移動させる。第２工程でこのトラス１ａ上に屋根等の
仕上材７を取付ける。First of all, in FIG. 2, a truss 1a whose central part 2 is made higher than both end parts 3.3 on an assembly stage 5 in the first step
After assembling, it is moved from the assembly stage 5 onto the front rail 6. In a second step, a finishing material 7 such as a roof is attached on this truss 1a.
この状態ではトラス１ａは自重および仕上材７の重量に
より中央部２は両端部３．３と路間−の高さとなる。つ
ぎに第３工程で組立用ステージ５上でトラス１ａと同様
のトラス１ｂを組立て、このトラス１ｂのつなぎ材８と
トラス１ａとを仮ボルト締めで連結する。続いて第４工
程でトラス１ｂの長さの中央部の左右に油圧ジヤツキを
取付けてトラス１ｂの下弦材を下方へけん引し、第３図
および第４図に示すように鎖線位＠１ｃがら実線で示す
ように下方へたまわせ、第２工程のトラス１ａの下弦材
のレベルと一致させる。その詳細は、第５図および第６
図に示すように、下弦材９に補強板１０で前後を補強さ
れた吊り金具１１を溶接し、下弦材９に平行なピン１２
とこれに直交するピン１３によってユニバーサルジヨイ
ント１４を構成する一方、下部構台をなすＨ型鋼１５に
受け座１６で油圧ジヤツキ１７をピン１８により枢着す
るとともに油圧ジヤツキ１７のピストンロッド１９の先
端をユニバーサルジヨイント１４の取付片２０にねじ止
め２１しピストンの戻し口２２から手動ポンプまたは電
動ポンプで油圧を供給してピストンロッド１９を引き下
げることにより下弦材９を下方へ引張り略水平状態にす
る。この時、第４図においてトラスの下弦材の左端は組
立用ステージ上に固定５ａされているが右端は滑動５ｂ
できるようになっているためトラス１ｂの高さを低くし
た分だけ右方へ延びるが、油圧ジヤツキ１７はピン１８
とユニバーサルジヨイント１４でＨ型鋼１５および下弦
材９に連結されているのでトラス１ｂに無理な力を及ぼ
すことがない。第４１程の後に、仮ボルト締めしたつな
ぎ材８のボルトの本締めを行い、第７図に示すように仕
上材７を敷込む。これによって強制たわみを生じさせた
油圧ジヤツキ１７の油圧の圧力が徐々に減少するのを圧
力計で読み取り、圧力が零になった時点で油圧ジヤツキ
１７を撤去し強制たわみを解除する第５工程を行うこと
によってトラベリング工法において長大トラスの連結を
無理なく行うことが可能となる。In this state, due to its own weight and the weight of the finishing material 7, the center portion 2 of the truss 1a has a height equal to that between both end portions 3.3 and the gap. Next, in a third step, a truss 1b similar to the truss 1a is assembled on the assembly stage 5, and the connecting member 8 of this truss 1b and the truss 1a are connected by temporary bolting. Subsequently, in the fourth step, hydraulic jacks are attached to the left and right sides of the center of the length of the truss 1b to pull the lower chord of the truss 1b downward, and as shown in FIGS. Collect it downward as shown in , and match the level of the lower chord of the truss 1a in the second step. The details are shown in Figures 5 and 6.
As shown in the figure, a hanging metal fitting 11 reinforced with a reinforcing plate 10 at the front and back is welded to the lower chord member 9, and a pin 12 parallel to the lower chord member 9 is welded to the lower chord member 9.
A universal joint 14 is formed by a pin 13 perpendicular to the universal joint 14, and a hydraulic jack 17 is pivotally connected to an H-shaped steel 15 constituting the lower gantry by a pin 18 with a receiving seat 16, and the tip of the piston rod 19 of the hydraulic jack 17 is A screw 21 is screwed to the mounting piece 20 of the universal joint 14, and hydraulic pressure is supplied from the return port 22 of the piston using a manual pump or an electric pump to pull down the piston rod 19, thereby pulling the lower chord member 9 downward to a substantially horizontal state. At this time, in Fig. 4, the left end of the lower chord of the truss is fixed 5a on the assembly stage, but the right end is slidable 5b.
Since the height of the truss 1b is lowered, the hydraulic jack 17 extends to the right by the amount that the height of the truss 1b is lowered.
Since the truss 1b is connected to the H-shaped steel 15 and the lower chord member 9 by the universal joint 14, no unreasonable force is applied to the truss 1b. After the 41st step, the bolts of the temporarily bolted connecting material 8 are fully tightened, and the finishing material 7 is laid as shown in FIG. As a result, the pressure of the hydraulic jack 17 that caused the forced deflection is gradually reduced, which is read by the pressure gauge, and when the pressure reaches zero, the fifth step is to remove the hydraulic jack 17 and release the forced deflection. By doing so, it becomes possible to easily connect long trusses using the traveling construction method.
［発明の効果］
この発明の方法によれば、鉄骨建方を行っただけのトラ
スと仕上材の取付けが完了しトラスのレベル差がなくな
るので、（１）ボルトの孔合わせがすべてのつなぎ材に
ついて容易に行うことができて作業性が向上し、（２）
ボルト本締め後にトラスのたわみ量の変化がほとんど生
じないため、つなぎ材の接合部分に余分な応力が発生す
ることがなく品質の向上が図れる。また、鉄骨建方の後
仕上材の取付けを先行し行う場合のように、（３）仮ボ
ルト締めのボルトの耐力が不足する恐れがなく、（４）
仕上材の先行揚重のための作業に時間を費やすことがな
いため工期が遅れることがなく、さらに仕上材の取付け
を組立ステージから移動直後のトラスでなくその先のト
ラスで行う場合のように（５）余分のステージ仮設費が
不要となり、（６）作業スペースの減少による下部作業
への支障を生じることがない。[Effects of the invention] According to the method of this invention, the installation of the truss and finishing materials is completed by simply constructing the steel frame, and there is no difference in the level of the truss. (2)
Since there is almost no change in the amount of deflection of the truss after the bolts are fully tightened, no extra stress is generated at the joints of the connecting materials, and quality can be improved. In addition, (3) there is no risk that the strength of the bolts temporarily tightened will be insufficient, as is the case when finishing materials are installed in advance of steel frame erection, and (4)
There is no need to spend time pre-lifting finishing materials, so there is no delay in the construction period, and furthermore, finishing materials can be installed on a truss beyond the assembly stage, rather than on the truss immediately after it has been moved. (5) There is no need for extra stage temporary construction costs, and (6) there is no problem with lower work due to a reduction in work space.
また、この発明の装置によれば、油圧ジヤツキによる強
制たわみの付与のために生じるトラスの延伸で油圧ジＶ
ツキに及ぼす捩れがなく、油圧ジヤツキと下弦材および
下部構台との取付部分を損傷することがない。Further, according to the device of the present invention, the extension of the truss caused by the forced deflection by the hydraulic jack causes the hydraulic
There is no twisting effect on the lever, and there is no damage to the attachment parts between the hydraulic jack and the lower chord member and lower gantry.
第１図〜第７図はこの発明の１実施例を示すもので、第
１図はトラスの正面図、第２図は第１図のＩＩ−Ｉ線に
おける切断側面と先行トラスを示す側面図、第３図は第
２図と同様の側面図、第４図は第３図のＩＶ −ＩＶ線
における縮小した切断正面図、第５図はトラスの強制た
わみ付与装置の正面図、第６図はその側面図、第７図は
トラスの側面図、第８図〜第１０図は従来技術を示すも
ので、第８図はトラスの正面図、第９図および第１０図
はそれぞれ側面図である。
１ａ、１ｂ・・・トラス、２・・・中央部、３・・・両
端部、５・・・組立用ステージ、６・・・レール、７・
・・仕上材、８・・・つなぎ材、９・・・下弦材、１１
・・・吊り金具、１４・・・ユニバーザルジヨイント、
１６Ｉ・・受け座、１７・・・油圧ジヤツキ、１９・・
・ピストンロッド。
代 理 人 弁理士 坂 井 漬一
手続補正書（方式）
２゜
３゜
４゜
昭和６３年特許願第４０７８９号
発明の名称
トラへリング工法における長大トラスの連結方法および
トラスの強制たわみ付与装置補正をする者
事件との関係 特許出願人
住所 大阪府大阪市中央区本町四丁目１番１３号（行政
区画変更による住居表示変更）
名称 株式会社 竹 中 工 務 店
代表者 竹 中 統 −代理人〒１５０
電話４９８−４７２０
住所 東京都渋谷区渋谷２丁目２番４
６、補正の対象 図 面
７、補正の内容
第６間と第７図が同一紙面に記載されている第７回の図
面番号を別紙のとおり第５図に第５図Figures 1 to 7 show one embodiment of the present invention, with Figure 1 being a front view of the truss, and Figure 2 being a side view showing a cut side taken along line II-I in Figure 1 and the preceding truss. , FIG. 3 is a side view similar to FIG. 2, FIG. 4 is a reduced front view cut along line IV-IV in FIG. 3, FIG. 5 is a front view of the truss forced deflection device, and FIG. 6 7 is a side view of the truss, and FIGS. 8 to 10 show the prior art. FIG. 8 is a front view of the truss, and FIGS. 9 and 10 are side views of the truss. be. 1a, 1b...Truss, 2...Central part, 3...Both ends, 5...Assembly stage, 6...Rail, 7...
... Finishing material, 8... Connecting material, 9... Lower chord material, 11
... Hanging bracket, 14... Universal joint,
16I...Socket, 17...Hydraulic jack, 19...
・Piston rod. Attorney: Patent Attorney Tsukeichi Sakai Procedural Amendment (Method) 2゜3゜4゜1986 Patent Application No. 40789 Title of Invention: Method for connecting long truss and forced deflection device for truss in the tiger-hering method Relationship with the case of a person who does 150
Telephone: 498-4720 Address: 2-2-4 Shibuya, Shibuya-ku, Tokyo 6, Target of amendment: Drawing: 7, Contents of amendment: The drawing number of the 7th time in which the 6th and 7th drawings are written on the same page is attached. Figure 5 as shown in Figure 5
Claims (1)
端部（３）、（３）より高くしたトラス（１ａ）を組立
てた後このトラス（１ａ）を前記ステージ（５）から前
方のレール（６）上に移動させる第１工程と、（Ｂ）第
１工程で移動したトラス（１ａ）上に仕上材（７）を取
付ける第２工程と、（Ｃ）前記ステージ（５）上で第１
工程のトラス（１ａ）と同様のトラス（１ｂ）を組立て
、このトラス（１ｂ）のつなぎ材（８）と第２工程のト
ラス（１ａ）とを仮ボルト締めで連結する第３工程と、
（Ｄ）第３工程で組立てたトラス（１ｂ）の下弦材（９
）を下方へ強制的にたわませ、第２工程のトラス（１ａ
）の下弦材のレベルと一致させる第４工程と、（Ｅ）第
４工程における両トラス（１ａ）、（１ｂ）の本ボルト
締めを完了し第３工程のトラス（１ｂ）に仕上材（７）
を取付けた後強制たわみを解除する第５工程とからなる
トラベリング工法における長大トラスの連結方法。 ２、油圧ジャッキ（１７）の下部をトラスの長さ方向に
回動できるように受け座（１６）に枢着し、油圧ジャッ
キ（１７）のピストンロッド（１９）とトラスの下弦材
（９）に取付ける吊り金具（１１）とをユニバーサルジ
ョイント（１４）で連結したトラベリング工法における
トラスの強制たわみ付与装置。[Claims] 1. (A) After assembling the truss (1a) with the center part (2) higher than both end parts (3) and (3) on the assembly stage (5), this truss (1a) (B) a second step of attaching the finishing material (7) on the truss (1a) moved in the first step; C) the first on said stage (5)
A third step of assembling a truss (1b) similar to the truss (1a) of the step, and connecting the connecting material (8) of this truss (1b) and the truss (1a) of the second step with temporary bolt tightening;
(D) Lower chord member (9) of truss (1b) assembled in the third step
) is forcibly bent downward, and the truss (1a
) to match the level of the lower chord material, and (E) complete the main bolt tightening of both trusses (1a) and (1b) in the fourth step, and add the finishing material (7) to the truss (1b) in the third step. )
A method for connecting long truss in the traveling construction method, which comprises a fifth step of releasing forced deflection after installing the truss. 2. The lower part of the hydraulic jack (17) is pivotally connected to the catch seat (16) so that it can rotate in the length direction of the truss, and the piston rod (19) of the hydraulic jack (17) and the lower chord member (9) of the truss A device for forcibly deflecting a truss in the traveling construction method, in which a hanging fitting (11) attached to the truss is connected with a universal joint (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63040789A JP2639443B2 (en) | 1988-02-25 | 1988-02-25 | Method of connecting long truss and forced truss deflection device in traveling method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63040789A JP2639443B2 (en) | 1988-02-25 | 1988-02-25 | Method of connecting long truss and forced truss deflection device in traveling method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH028432A true JPH028432A (en) | 1990-01-11 |
| JP2639443B2 JP2639443B2 (en) | 1997-08-13 |
Family
ID=12590387
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63040789A Expired - Fee Related JP2639443B2 (en) | 1988-02-25 | 1988-02-25 | Method of connecting long truss and forced truss deflection device in traveling method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2639443B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110158975A (en) * | 2019-06-17 | 2019-08-23 | 王建广 | A kind of platform sliding construction technique for the installation of rack space structure |
| CN115030520A (en) * | 2022-06-01 | 2022-09-09 | 中冶(上海)钢结构科技有限公司 | Unloading and end part lower disturbance value control method in assembling process of cantilever steel truss |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111719705A (en) * | 2020-06-29 | 2020-09-29 | 中能建西北城市建设有限公司 | Large-span net rack jacking construction process |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6114302A (en) * | 1984-06-29 | 1986-01-22 | 建設基礎エンジニアリング株式会社 | Road widening method |
-
1988
- 1988-02-25 JP JP63040789A patent/JP2639443B2/en not_active Expired - Fee Related
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6114302A (en) * | 1984-06-29 | 1986-01-22 | 建設基礎エンジニアリング株式会社 | Road widening method |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110158975A (en) * | 2019-06-17 | 2019-08-23 | 王建广 | A kind of platform sliding construction technique for the installation of rack space structure |
| CN115030520A (en) * | 2022-06-01 | 2022-09-09 | 中冶(上海)钢结构科技有限公司 | Unloading and end part lower disturbance value control method in assembling process of cantilever steel truss |
| CN115030520B (en) * | 2022-06-01 | 2023-08-08 | 中冶(上海)钢结构科技有限公司 | Unloading and end downwarping value control method in overhanging steel truss assembly process |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2639443B2 (en) | 1997-08-13 |
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