JPS6027123U - floor slab - Google Patents

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

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

第１図ないし第４図は、本考案の一実施例を示すもので
、第１図は斜視図、第２図は正面図、第３図は側面図、
第４図は床版の連結部分の概略斜視図、第５図は本考案
の他の例を示す正面図である。 １・・・床版、２・・・山形板、２ａ・・・谷側の凸部
、２ｂ・・・山側の凸部、３・・・埋殺し型枠、４・・
・上部鉄筋金網、５・・・下部鉄筋金網、６・・・下面
用帯鋼板、７・・・主鉄筋、８・・・配力鉄筋、９・・
・主鉄筋、１０・・・配力鉄筋、１２・・・コンクリー
ト。 第２図　　　　　１ ７ ゛第３図　　　　−1 to 4 show an embodiment of the present invention, in which FIG. 1 is a perspective view, FIG. 2 is a front view, and FIG. 3 is a side view.
FIG. 4 is a schematic perspective view of the connecting portion of the floor slab, and FIG. 5 is a front view showing another example of the present invention. 1... Floor slab, 2... Chevron board, 2a... Convex part on the valley side, 2b... Convex part on the mountain side, 3... Filling formwork, 4...
・Upper reinforcing bar wire mesh, 5... Lower reinforcing bar wire mesh, 6... Bottom steel band plate, 7... Main reinforcing bar, 8... Distribution reinforcing bar, 9...
・Main reinforcing bar, 10...Distribution reinforcing bar, 12...Concrete. Figure 2 1 7 ゛Figure 3 -

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 帯鋼板をじぐざぐに折り曲げてなる山形板の谷側の凸部
に、該山形板と平行に延びる下面用帯鋼板が連結され、
この下面用帯鋼板が連結された複数の山形板が埋殺し型
枠上に下面用帯鋼板を介して平行に配設されるとともに
、前記山形板の山側の凸部には主鉄筋および配力鉄筋を
メツシュ状に接合してなる上部鉄筋金網が取り付けられ
、さらにこの上部鉄筋金網と埋殺し型枠との間には前記
山形板を介して主鉄筋および配力鉄筋を接合してなる下
部鉄筋金網が取り付けられていることを特徴とする床版
。A lower surface steel strip plate extending parallel to the chevron plate is connected to a convex portion on the valley side of a chevron plate formed by bending a steel band plate in a diagonal manner,
A plurality of chevron-shaped plates to which these lower-surface steel strips are connected are arranged in parallel on the burial formwork via the lower-surface steel strip plates, and the convex portions on the mountain sides of the chevron-shaped plates are provided with main reinforcing bars and An upper reinforcing bar wire mesh formed by joining reinforcing bars in a mesh shape is attached, and a lower reinforcing bar formed by joining main reinforcing bars and distribution reinforcing bars via the chevron plates is installed between this upper reinforcing bar wire mesh and the burial formwork. A floor slab characterized by having a wire mesh attached.