JP2507873Y2 - Pad for temporary support of pillar in push-up method - Google Patents
Pad for temporary support of pillar in push-up methodInfo
- Publication number
- JP2507873Y2 JP2507873Y2 JP2148693U JP2148693U JP2507873Y2 JP 2507873 Y2 JP2507873 Y2 JP 2507873Y2 JP 2148693 U JP2148693 U JP 2148693U JP 2148693 U JP2148693 U JP 2148693U JP 2507873 Y2 JP2507873 Y2 JP 2507873Y2
- Authority
- JP
- Japan
- Prior art keywords
- pad
- main body
- push
- pillar
- temporary receiving
- 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.)
- Expired - Lifetime
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
【0001】[0001]
【産業上の利用分野】本考案は、プッシュアップ工法に
おける柱仮受け部分のパッドに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pad for temporarily receiving a pillar in a push-up method.
【0002】[0002]
【従来の技術】近時、地上で各階の構造物を組立て逐次
押し上げ、工期の短縮や安全性の向上を図るいわゆるプ
ッシュアップ工法が開発されている。その一例を図5及
び図6について説明する。2. Description of the Related Art Recently, a so-called push-up construction method has been developed for assembling and sequentially pushing up structures on each floor on the ground to shorten the construction period and improve safety. One example thereof will be described with reference to FIGS.
【0003】地盤Gに立設された一対の支持柱1の頂部
には、支持枠2が設けられ、その支持枠2と地盤Gとの
間には、一対のテンションロッド3が介装され、クッシ
ョンジャッキ4で緊張されている。A support frame 2 is provided on top of a pair of support pillars 1 erected on the ground G, and a pair of tension rods 3 are interposed between the support frame 2 and the ground G. I am nervous with the cushion jack 4.
【0004】図示の例ではプッシュアップが終った屋根
部分の鉄骨部10の本体柱11は、前記支持枠2を通し
て支持柱1、1の間に延ばされ、下端部は、上下1組の
クライミング装置5によりテンションロッド3、3に支
持されている。そして、本体柱11の左右に突設された
一対のブラケット12と支持枠2との間には、支持枠2
に固設された一対の仮受材13が介装されている。In the illustrated example, the main body pillar 11 of the steel frame portion 10 of the roof portion after push-up is extended between the support pillars 1 and 1 through the support frame 2, and the lower end portion is a pair of upper and lower climbing. It is supported on the tension rods 3, 3 by the device 5. The support frame 2 is provided between the pair of brackets 12 protruding from the left and right of the main body pillar 11 and the support frame 2.
A pair of temporary receiving members 13 fixed to the above are interposed.
【0005】このように構成され、本体柱11の下部に
図示しない次の本体柱を継ぎ足してクライミング装置
5、5でテンションロッド3、3に支持する。そこで上
方のクライミング装置5、5を撤去して下方のクライミ
ング装置5、5を作動し、支持柱1、1をクライミング
して鉄骨部10を押し上げる。次いで、支持柱1、1に
図示しない次の階の床の鉄骨部を組付けたのち、前記と
同様の手順で押し上げ、以下同様の手順を繰返す。In this way, the following main body pillar (not shown) is added to the lower part of the main body pillar 11 and supported by the tension rods 3 and 3 by the climbing devices 5 and 5. Therefore, the upper climbing devices 5 and 5 are removed and the lower climbing devices 5 and 5 are operated to climb the support columns 1 and 1 to push up the steel frame part 10. Next, after assembling the steel frame portion of the floor of the next floor (not shown) to the support columns 1 and 1, it is pushed up in the same procedure as described above, and the same procedure is repeated.
【0006】[0006]
【考案が解決しようとする課題】図7に示すように、本
体柱11から突設されたブラケット12、12により本
体柱11側の荷重を仮受材13、13に伝える機構にお
いて、図8に示すように、本体柱11が傾角θだけ傾い
た場合は、図7に示す両部材12、13間のクリアラン
スL1、L1は、クリアランスL2、L2A(L2<L
2A)と変る。また、図9に示すように、ブラケット1
2や仮受材13の高さにずれがある場合は、クリアラン
スL3、L3A(L3<L3A)と変る。このように、
クリアランスが不均一になると、仮受材13、13に伝
わる荷重が不均一になり、好ましくないので、従来は鋼
製のフィラープレート等を用いてクリアランスの補正を
行っている。As shown in FIG. 7, the mechanism for transmitting the load on the main body column 11 side to the temporary receiving members 13, 13 by the brackets 12, 12 protruding from the main body column 11 is shown in FIG. As shown, when the main body column 11 is tilted by the tilt angle θ, the clearances L1 and L1 between the members 12 and 13 shown in FIG. 7 are the clearances L2 and L2A (L2 <L
2A). Further, as shown in FIG. 9, the bracket 1
When there is a deviation in the height of 2 or the temporary receiving material 13, the clearance changes to L3, L3A (L3 <L3A). in this way,
If the clearance becomes non-uniform, the load transmitted to the temporary receiving members 13, 13 becomes non-uniform, which is not preferable. Therefore, conventionally, the clearance is corrected by using a steel filler plate or the like.
【0007】しかし、本体柱11の荷重が仮受材13、
13に伝わっている期間中に、本体柱11が傾いたり、
仮受材13の高さが変化した場合には、発生したクリア
ランスを補正することができなくて、仮受材13に伝わ
る荷重が不均一になる不具合がある。However, the load of the main body pillars 11 is
During the period transmitted to 13, the main body pillar 11 tilts,
If the height of the temporary receiving material 13 changes, the generated clearance cannot be corrected, and the load transmitted to the temporary receiving material 13 becomes uneven.
【0008】本考案は、本体柱の荷重が仮受材に伝わっ
ている期間中に、本体柱が傾いたり、仮受材の高さが変
化した場合でも、仮受材に伝わらない荷重を均一にする
ことができるプッシュアップ工法における柱仮受部分の
パッドを提供することを目的としている。According to the present invention, even when the main body column is tilted or the height of the temporary support material is changed during the period when the load of the main body pillar is transmitted to the temporary support material, the load which is not transmitted to the temporary support material is made uniform. It is an object of the present invention to provide a pad for a column temporary receiving portion in the push-up construction method that can be achieved.
【0009】[0009]
【課題を解決するための手段】本考案によれば、プッシ
ュアップ工法において、本体柱から突設されたブラケッ
トと、該本体柱の荷重を支持する仮受材との間に、塑性
領域において変形が進行しても反力の変化が小さい特性
を有する材料で形成されたパッドを介装している。According to the present invention, in the push-up method, deformation occurs in the plastic region between the bracket projecting from the main body pillar and the temporary receiving material that supports the load of the main body pillar. The pad is made of a material having a characteristic that the change of the reaction force is small even when the above-mentioned progresses.
【0010】上記パッドの材料には、例えば商品名ナイ
ロンを用いるのが好ましい。It is preferable to use nylon, for example, as a material for the pad.
【0011】[0011]
【作用】上記のように構成されたプッシュアップ工法に
おける仮受け部分のパッドにおいては、本体柱の傾きや
仮受材の高さの変化により、ブラケットと仮受材との間
のクリアランスが不均一になると、それに応じてパッド
が塑性変形するが、このパッドは、塑性領域において、
変形しても反力変化は小さいので、仮受材に伝わる力が
均一化される。In the pad of the temporary receiving portion in the push-up method constructed as described above, the clearance between the bracket and the temporary receiving material is uneven due to the inclination of the main body pillar and the change in the height of the temporary receiving material. , The pad is plastically deformed accordingly, but in the plastic region,
Since the change in reaction force is small even when deformed, the force transmitted to the temporary receiving material is made uniform.
【0012】[0012]
【実施例】図1において、本体柱11に突設されたブラ
ケット12と、仮受材13との間には、パッド14が介
装されている。このパッド14の材料には図2に示すよ
うに、塑性領域Aにおいて、変形が進行しても荷重すな
わち反力の変化が小さい材料、例えば商品名ナイロンが
用いられている。なお、図中の符号Bは降伏点である。DESCRIPTION OF THE PREFERRED EMBODIMENTS In FIG. 1, a pad 14 is interposed between a bracket 12 projecting from a main body pillar 11 and a temporary receiving material 13. As shown in FIG. 2, the material of the pad 14 is a material such as nylon, which has a small change in the load, that is, the reaction force even if the deformation progresses in the plastic region A. In addition, the code | symbol B in a figure is a yield point.
【0013】図4には図5に示すように、テーブル15
上にパッド14を置き、そのパッド14の上に置いたプ
レート16に圧縮荷重Cを加えたときの、ひずみ度
(%)と応力度(kg/cm2 )との特性が示されてい
る。FIG. 4 shows a table 15 as shown in FIG.
The characteristics of the strain degree (%) and the stress degree (kg / cm 2 ) when the pad 14 is placed on the plate 16 and a compressive load C is applied to the plate 16 placed on the pad 14 are shown.
【0014】次に作用について説明する。Next, the operation will be described.
【0015】例えば図8に示すように、支持柱11が傾
角θだけ傾き、ブラケット12、12と仮受材13、1
3との間のクリアランスL2、L2Aが、L2<L2A
と変化した場合、それぞれの側のパッドは、それぞれク
リアランスL2、L2Aに応じて圧縮されて変形する。
しかし、図2及び図3に示すように、ナイロン製のパッ
ド14は、塑性領域Aにおいて、変形の度合による反力
の差は小さいので、仮受材13、13に伝わる力が均一
化される。For example, as shown in FIG. 8, the support pillar 11 is inclined by an inclination angle θ, and the brackets 12 and 12 and the temporary receiving members 13 and 1 are provided.
Clearances L2 and L2A from L3 are L2 <L2A
, The pads on each side are compressed and deformed according to the clearances L2 and L2A, respectively.
However, as shown in FIG. 2 and FIG. 3, the nylon pad 14 has a small difference in the reaction force in the plastic region A due to the degree of deformation, so that the force transmitted to the temporary receiving members 13 is made uniform. .
【0016】[0016]
【考案の効果】本考案は、以上説明したように構成され
ているので、本体柱の荷重が仮受材に伝わっている期間
中に、両者のクリアランスが不均一になった場合でも、
仮受材に伝わる荷重を均一化することができる。[Effect of the Invention] Since the present invention is configured as described above, even when the clearance between the two is uneven during the period when the load of the main body column is transmitted to the temporary receiving material,
The load transmitted to the temporary receiving material can be made uniform.
【図1】本考案の一実施例を示す正面図。FIG. 1 is a front view showing an embodiment of the present invention.
【図2】変形−荷重特性図。FIG. 2 is a deformation-load characteristic diagram.
【図3】パッドの圧縮試験結果図。FIG. 3 is a result diagram of a pad compression test.
【図4】圧縮試験の態様を示す正面図。FIG. 4 is a front view showing a mode of a compression test.
【図5】プッシュアップ工法を説明する正面図。FIG. 5 is a front view illustrating a push-up method.
【図6】図5のX−X線矢視断面図。6 is a cross-sectional view taken along line XX of FIG.
【図7】ブラケット及び仮受材の正規状態を示す正面
図。FIG. 7 is a front view showing a normal state of the bracket and the temporary receiving material.
【図8】本体柱が傾いた状態を示す正面図。FIG. 8 is a front view showing a state where a main body pillar is inclined.
【図9】ブラケット及び仮受材の高さがずれた状態を示
す正面図。FIG. 9 is a front view showing a state where the heights of the bracket and the temporary receiving material are deviated.
A・・・塑性領域 B・・・降伏点 C・・・圧縮荷重 L1、L2、L2A、L3、L3A・・・クリアランス 1・・・支持柱 2・・・支持枠 3・・・テンションロッド 4・・・クッションジャッキ 5・・・クライミング装置 10・・・鉄骨部 11・・・本体柱 12・・・ブラケット 13・・・仮受材 14・・・パッド 15・・・テーブル 16・・・プレート A ... Plastic region B ... Yield point C ... Compressive load L1, L2, L2A, L3, L3A ... Clearance 1 ... Support column 2 ... Support frame 3 ... Tension rod 4・ ・ ・ Cushion jack 5 ・ ・ ・ Climbing device 10 ・ ・ ・ Steel frame 11 ・ ・ ・ Main body pillar 12 ・ ・ ・ Bracket 13 ・ ・ ・ Temporary receiving material 14 ・ ・ ・ Pad 15 ・ ・ ・ Table 16 ・ ・ ・ Plate
Claims (1)
ら突設されたブラケットと、該本体柱の荷重を支持する
仮受材との間に、塑性領域において変形が進行しても反
力の変化が小さい特性を有する材料で形成されたパッド
を介装したことを特徴とするプッシュアップ工法におけ
る柱仮受け部分のパッド。1. In the push-up method, a change in reaction force is caused between a bracket projecting from a main body column and a temporary support material that supports the load of the main body column even if deformation progresses in a plastic region. A pad for temporarily receiving a column in a push-up construction method, characterized in that a pad formed of a material having small characteristics is interposed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2148693U JP2507873Y2 (en) | 1993-04-23 | 1993-04-23 | Pad for temporary support of pillar in push-up method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2148693U JP2507873Y2 (en) | 1993-04-23 | 1993-04-23 | Pad for temporary support of pillar in push-up method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0679962U JPH0679962U (en) | 1994-11-08 |
JP2507873Y2 true JP2507873Y2 (en) | 1996-08-21 |
Family
ID=12056311
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2148693U Expired - Lifetime JP2507873Y2 (en) | 1993-04-23 | 1993-04-23 | Pad for temporary support of pillar in push-up method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2507873Y2 (en) |
-
1993
- 1993-04-23 JP JP2148693U patent/JP2507873Y2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH0679962U (en) | 1994-11-08 |
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