JPS62120617U - - Google Patents

Info

Publication number
JPS62120617U
JPS62120617U JP18647086U JP18647086U JPS62120617U JP S62120617 U JPS62120617 U JP S62120617U JP 18647086 U JP18647086 U JP 18647086U JP 18647086 U JP18647086 U JP 18647086U JP S62120617 U JPS62120617 U JP S62120617U
Authority
JP
Japan
Prior art keywords
slab
unbonded
buried
withstand
columns
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
Application number
JP18647086U
Other languages
Japanese (ja)
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 filed Critical
Priority to JP18647086U priority Critical patent/JPS62120617U/ja
Publication of JPS62120617U publication Critical patent/JPS62120617U/ja
Pending legal-status Critical Current

Links

Landscapes

  • Reinforcement Elements For Buildings (AREA)
  • Rod-Shaped Construction Members (AREA)

Description

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

第1図、第2図は概要を示した断面図と平面図
、第3図、第4図はアンボンドPC鋼線の配置の
概要平面図である。 1……柱、2……スラブ、3……鉄筋、4……
アンボンドPC鋼線。
FIGS. 1 and 2 are cross-sectional views and plan views showing an outline, and FIGS. 3 and 4 are plan views showing an outline of the arrangement of unbonded PC steel wires. 1... Column, 2... Slab, 3... Rebar, 4...
Unbonded PC steel wire.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 設計荷重に耐える鉄筋量をスラブ内に配筋する
とともに、スラブの長期たわみを防止するアンボ
ンドPC鋼線を柱間の対角線方向のスラブ引張側
において略懸垂状曲線をなすように連続して配置
してスラブ内に埋設してあることを特徴とするフ
ラツトスラブ構造。
In addition to arranging a sufficient amount of reinforcing bars within the slab to withstand the design load, unbonded PC steel wires to prevent long-term deflection of the slab were placed continuously in a substantially suspended curve on the tension side of the slab in the diagonal direction between the columns. This flat slab structure is characterized by the fact that it is buried within the slab.
JP18647086U 1986-12-03 1986-12-03 Pending JPS62120617U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18647086U JPS62120617U (en) 1986-12-03 1986-12-03

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18647086U JPS62120617U (en) 1986-12-03 1986-12-03

Publications (1)

Publication Number Publication Date
JPS62120617U true JPS62120617U (en) 1987-07-31

Family

ID=31136058

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18647086U Pending JPS62120617U (en) 1986-12-03 1986-12-03

Country Status (1)

Country Link
JP (1) JPS62120617U (en)

Similar Documents

Publication Publication Date Title
JPS62120617U (en)
JPS6193511U (en)
JPS6165111U (en)
JPH0332646U (en)
JPS6158210U (en)
JPS61206711U (en)
JPH0399110U (en)
JPS61146343U (en)
JPS61150946U (en)
JPS61206053U (en)
JPS6296411U (en)
JPS63198707U (en)
JPS5833551U (en) Earthquake-proof and waterproof foundation for machinery using bundles
JPH01131713U (en)
JPH0318249U (en)
JPS6344917U (en)
JPS61102647U (en)
JPH0168416U (en)
JPH0161317U (en)
JPH01174418U (en)
JPS6431139U (en)
JPS63104530U (en)
JPS63119731U (en)
JPS6263321U (en)
JPS6431140U (en)