KR970059423A - P. C (Precast Concrete) - Google Patents

P. C (Precast Concrete) Download PDF

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Publication number
KR970059423A
KR970059423A KR1019960001081A KR19960001081A KR970059423A KR 970059423 A KR970059423 A KR 970059423A KR 1019960001081 A KR1019960001081 A KR 1019960001081A KR 19960001081 A KR19960001081 A KR 19960001081A KR 970059423 A KR970059423 A KR 970059423A
Authority
KR
South Korea
Prior art keywords
reinforcing bars
bottom slab
lower wall
bars
shaped reinforcing
Prior art date
Application number
KR1019960001081A
Other languages
Korean (ko)
Inventor
편해완
김상식
김영수
Original Assignee
이인중
화성산업 주식회사
류성용
동아건설산업 주식회사
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 by 이인중, 화성산업 주식회사, 류성용, 동아건설산업 주식회사 filed Critical 이인중
Priority to KR1019960001081A priority Critical patent/KR970059423A/en
Publication of KR970059423A publication Critical patent/KR970059423A/en

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Abstract

본 발명의 조립식 구조물에 있어서, 상하부 벽체간의 수직결속력을 보다 견고히하여 안정성을 확보함과 동시에 시공성, 경제성이 우수하도록한 P.C 벽체의 수직 결속장치에 관한 것이다. 즉, 하부벽체(2)상에 결속철근(4)을 일체로 매립되게 구성하되 결속철근(4)이 돌출되게 구성하고, 상기 하부벽체(2) 좌우측에 바닥슬라브(8)를 안치하여 결속철근(4)이 바닥슬라브(8)위로 돌출되게 하고, 상기 바닥슬라브(8)상에 한쌍의 U형 훜철근(14)이 일체로 구성된 상부벽체(16)를 안치하여, U형 훜철근(14) 사이에 결속철근(4)이 끼워지게 하고, 결속 철근(4) 상에 체결구(22)를 끼워 체결구(22)의 하단이 U형 훜철근(14)과 접하게 하고, 상기 결속철근(4)의 나선부(6)에 너트(26)를 나사결합 하므로서, 상하부 벽체(2)(16)와 바닥슬라브(8)가 일체로 체결되게 구성한 것이다.In the prefabricated structure of the present invention, the vertical binding force between the upper and lower walls is further strengthened to secure the stability, and the workability and economy are improved. That is, the binding steel bars 4 are integrally embedded on the lower wall 2, and the binding steel bars 4 are protruded. The bottom slabs 8 are placed on the left and right sides of the lower wall 2, And a pair of U-shaped reinforcing bars 14 are integrally formed on the bottom slab 8 so as to protrude above the bottom slab 8 so that the U-shaped reinforcing bars 14 And the lower end of the fastening tool 22 is brought into contact with the U-shaped reinforcement 14 and the fastening tool 22 is put on the fastening reinforcement 4, The upper and lower walls 2 and 16 and the bottom slab 8 are integrally fastened by screwing the nut 26 to the threaded portion 6 of the upper and lower walls 2 and 4.

Description

P.C (Precast Concrete) 벽체의 수직 결속장치P.C (Precast Concrete) Vertical binding of wall

본 내용은 요부공개 건이므로 전문내용을 수록하지 않았음Since this is a trivial issue, I did not include the contents of the text.

제1도는 본 발명의 결속장치의 정단면구성도,BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a front sectional view of a binding apparatus according to the present invention,

제2도는 본 발명 장치에 사용되는 체결구의 저면사시도,2 is a bottom perspective view of a fastener used in the apparatus of the present invention,

제3도는 본 발명 장치의 측단면구성도.Figure 3 is a side cross-sectional view of the inventive device.

Claims (1)

하부벽체(2) 상에 결속철근(4)을 일체로 매립되게 구성하되, 결속철근(4)이 하부벽체(4)상으로 돌출되게 구성하고, 상기 하부벽체(2) 좌우측에 바닥슬라브(8)를 안치하여 결속철근(4)이 바닥슬라브(8) 상으로 돌출되게 하고, 결속철근(4)이 돌출한 바닥슬라브(8)상에 한쌍의 U형 훜철근(14)이 일체로 매설된 상부벽체(16)를 안치하여 결속철근(4)이 U형 훜철근(14) 사이에 끼워져 위치케 하고, 상기 결속철근(4) 상에 체결구(22)를 끼워 체결구(22)의 좌우걸림턱(18)이 U형 훜철근(14) 외측에 위치되게 한 다음, 결속철근(4)의 나선부(6)에 너트(26)로 나사결합케 하므로서, 하부벽체(2)와 바닥슬라브(8) 및 상부벽체(16)가 체결되게 하여서 된 P.C(Precast Concrete) 벽체의 수직 결속장치.The present invention is characterized in that the connecting reinforcing bar 4 is integrally embedded on the lower wall 2 so that the connecting reinforcing bar 4 protrudes onto the lower wall 4 and the bottom slab 8 And a pair of U-shaped reinforcing bars 14 are integrally embedded on the bottom slab 8 on which the reinforcing reinforcing bars 4 protrude so that the reinforcing bars 4 are projected onto the bottom slab 8 The upper wall 16 is placed so that the bundle reinforcing bars 4 are sandwiched between the U-shaped reinforcing bars 14 and the fastening holes 22 are fitted on the connecting reinforcing bars 4, The lower wall 2 and the bottom slab 18 are screwed together with the nut 26 to the spiral portion 6 of the binding steel bar 4 after the hooking jaw 18 is positioned outside the U- (8) and the upper wall (16) are fastened to each other. ※참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: It is disclosed by the contents of the first application.
KR1019960001081A 1996-01-17 1996-01-17 P. C (Precast Concrete) KR970059423A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1019960001081A KR970059423A (en) 1996-01-17 1996-01-17 P. C (Precast Concrete)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1019960001081A KR970059423A (en) 1996-01-17 1996-01-17 P. C (Precast Concrete)

Publications (1)

Publication Number Publication Date
KR970059423A true KR970059423A (en) 1997-08-12

Family

ID=66218578

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1019960001081A KR970059423A (en) 1996-01-17 1996-01-17 P. C (Precast Concrete)

Country Status (1)

Country Link
KR (1) KR970059423A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100456192B1 (en) * 2000-04-12 2004-11-09 현대산업개발 주식회사 Composition of precast concrete wall and precast concrete column for outdoor to sustain external force

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100456192B1 (en) * 2000-04-12 2004-11-09 현대산업개발 주식회사 Composition of precast concrete wall and precast concrete column for outdoor to sustain external force

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