JPH0314210U - - Google Patents
Info
- Publication number
- JPH0314210U JPH0314210U JP7438789U JP7438789U JPH0314210U JP H0314210 U JPH0314210 U JP H0314210U JP 7438789 U JP7438789 U JP 7438789U JP 7438789 U JP7438789 U JP 7438789U JP H0314210 U JPH0314210 U JP H0314210U
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- sheath
- steel rod
- unbonded steel
- screwed
- 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.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 239000000463 material Substances 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Description
第１図はこの考案にかかるプレキヤスト構造物
のコンクリート充填前の状態を示す斜視図、第２
図はコンクリート充填後の要部を示す断面図、第
３図は要部の他の実施例を示す断面図である。
１，２，６……プレキヤスト壁材、７……ねじ
切りスリーブ、８……定着板、１０……アンボン
ド鋼棒、１１……シース、１３……コンクリート
、１４……ナツト。
Figure 1 is a perspective view showing the state of the precast structure according to this invention before it is filled with concrete;
The figure is a sectional view showing the main part after concrete filling, and FIG. 3 is a sectional view showing another embodiment of the main part. 1, 2, 6... Precast wall material, 7... Threaded sleeve, 8... Fixing plate, 10... Unbonded steel rod, 11... Sheath, 13... Concrete, 14... Nut.
Claims (1)
ンクリートを充填して形成される構造物において
、上記壁材のコツター面に予め埋設したねじ切り
スリーブと、このねじ切りスリーブに一端部が螺
合したアンボンド鋼棒を挿通するシースと、この
シースが臨む上記鉛直接合部の空隙に充填される
上記コンクリートと、このコンクリートの硬化後
に、これのコンクリートの外面側に突出する上記
アンボンド鋼棒の外端にねじ込まれ、かつ補強板
を介して上記コンクリートの外側面を押圧するナ
ツトとを備えたことを特徴とするプレキヤスト構
造物。 In a structure formed by filling a vertical joint gap between multiple precast wall materials with concrete, a threaded sleeve is buried in advance in the concrete surface of the wall material, and an unbonded steel rod whose one end is screwed into the threaded sleeve. a sheath through which the sheath is inserted, the concrete that fills the gap in the vertical joint where the sheath faces, and after the concrete hardens, the unbonded steel rod is screwed into the outer end of the unbonded steel rod that protrudes to the outside of the concrete; and a nut that presses the outer surface of the concrete via a reinforcing plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7438789U JPH0314210U (en) | 1989-06-27 | 1989-06-27 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7438789U JPH0314210U (en) | 1989-06-27 | 1989-06-27 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0314210U true JPH0314210U (en) | 1991-02-13 |
Family
ID=31614037
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7438789U Pending JPH0314210U (en) | 1989-06-27 | 1989-06-27 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0314210U (en) |
-
1989
- 1989-06-27 JP JP7438789U patent/JPH0314210U/ja active Pending
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