KR970070350A - Cover plate for steel pipe pile - Google Patents

Cover plate for steel pipe pile Download PDF

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Publication number
KR970070350A
KR970070350A KR1019970037959A KR19970037959A KR970070350A KR 970070350 A KR970070350 A KR 970070350A KR 1019970037959 A KR1019970037959 A KR 1019970037959A KR 19970037959 A KR19970037959 A KR 19970037959A KR 970070350 A KR970070350 A KR 970070350A
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KR
South Korea
Prior art keywords
cover plate
steel pipe
plate
reinforcing
reinforcing bar
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KR1019970037959A
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Korean (ko)
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KR100229166B1 (en
Inventor
이기홍
김경석
박영호
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이기홍
김경석
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Application filed by 이기홍, 김경석 filed Critical 이기홍
Publication of KR970070350A publication Critical patent/KR970070350A/en
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Publication of KR100229166B1 publication Critical patent/KR100229166B1/en

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/226—Protecting piles
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/223—Details of top sections of foundation piles
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00—Miscellaneous
    • E02D2600/20—Miscellaneous comprising details of connection between elements

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

본 발명은 강관에 의한 지정 작업시 강관 상부로의 기초콘크리트를 위한 배근에 있어 안전한 강도 유지를 위해 안출된 강관 말뚝용 덮개판에 관한 것이다.The present invention relates to a cover plate for steel pipe piles laid out to maintain a safe strength in the reinforcement for the foundation concrete to the upper steel pipe during the designation work by the steel pipe.

상기 목적을 달성하기 위해 본 발명은 강관말뚝의 상부에 씌워지는, 하부에 +자형 보강판을 부설하되 덮개판의 원판 상부면 둘레에 외측으로 절곡된 철근 또는 환봉을 스터드 용접하여 부착시킨 것에 있어서, 상기 덮개판의 저면에 부설되는 +자형 보강판이 볼트 결합되게 덮개판에 +자형으로 배열된 체결공을 형성함과 동시에 보강판의 대응 위치에 체결홈을 형성하고, 상기 보강판의 외측단 면에도 체결홈을 형성하여 강관 대응위치의 체결공을 통하여 볼트로 결합 고정한다.In order to achieve the above object, the present invention is to cover the upper portion of the steel pipe pile, the + -shaped reinforcement plate to the bottom, but the reinforcing bar or round bar bent outward around the disc upper surface of the cover plate attached by stud welding, The + -shaped reinforcing plate placed on the bottom surface of the cover plate is formed with a fastening hole arranged in a + -shape on the cover plate to be bolted, and at the same time, a fastening groove is formed at a corresponding position of the reinforcing plate, and on the outer end surface of the reinforcing plate. The fastening groove is formed and fastened to the bolt through the fastening hole of the corresponding position of the steel pipe.

그리고 원판 상면과 스터드 용접된 베이스 관의 내부에 래크를 형성한 베이스 관의 일 측으로는 체결 볼트가 관통 고정된다.The fastening bolt is penetrated and fixed to one side of the base tube having a rack formed on the inner surface of the disc and the stud welded base tube.

한편 덮개판과 철근의 결합수단으로 덮개판의 상면 둘레에 나사홀을 형성하고 철근의 하단부에 수나사부를 형성하여 나사 결합하되 상기 나사홀과 수나사부의 직경은 철근보다 큰 직경으로 된다.Meanwhile, a screw hole is formed around the upper surface of the cover plate by the coupling means of the cover plate and the reinforcing bar, and a male screw part is formed at the lower end of the reinforcing bar. The screw hole and the male screw part have a larger diameter than the reinforcing bar.

그리고 상기 덮개판의 보강 수단으로 강관의 내경에 맞는 외경을 갖는 일정높이의 보강관을 내삽하여 일정둘레 간격을 따라 볼트 및 너트로 체결하여 용접하고, 상기 보강관과 덮개판의 접점 둘레에 용접을 해서 된 것을 특징으로 한다.And by inserting the reinforcement means of the cover plate with an outer diameter corresponding to the inner diameter of the steel pipe by the reinforcing means of the cover plate and welded by tightening with a bolt and a nut along a predetermined circumferential interval, the welding around the contact point of the reinforcement pipe and the cover plate It is characterized by that.

Description

강관 말뚝용 덮개판Cover plate for steel pipe pile

본 내용은 요부공개 건이므로 전문내용을 수록하지 않았음As this is a public information case, the full text was not included.

제1도는 종래의 덮개판을 보인 설치 상태도, 제2도는 종래의 철근 용접을 보인 요부 확대도, 제3A도는 본 발명의 덮개판을 보인 분리 사시도, 제3B도는 본 발명의 설치 상태도, 제4도는 본 발명의 제1실시예의 철근 고정 수단을 보인 일부 분리 사시도, 제5도는 본 발명의 제2실시예의 철근 고정 수단을 보인 일부 분리 사시도, 제6도는 본 발명의 제3실시예로써 보강판의 다른 예를 보인 단면도.FIG. 1 is an installation state showing a conventional cover plate, FIG. 2 is an enlarged view of a main portion showing a conventional rebar welding, FIG. 3A is an exploded perspective view showing a cover plate of the present invention, FIG. 3B is an installation state view of the present invention, and FIG. 4 is a partially separated perspective view showing the rebar fixing means of the first embodiment of the present invention, Figure 5 is a partially separated perspective view showing the rebar fixing means of the second embodiment of the present invention, Figure 6 is a reinforcing plate as a third embodiment of the present invention Cross section showing another example.

Claims (5)

지반 다지기의 일환으로 설치되는 강관말뚝의 상부에 씌워지는, 하부에 +자형 보강판(12)을 부설하고 덮개판(10)의 원판(11) 상부면 둘레에 외측으로 절곡된 철근 또는 환봉(20)을 스터드 용접하여 부착시킨 것에 있어서, 상기 덮개판(10)의 저면에 부설되는 +자형 보강판(12)이 볼트(B) 결합되게 원판(11)에 +자형으로 배열된 체결공(11A)을 형성함과 동시에 보강판(12)의 대응 위치에 체결홈(12A)을 형성하고, 상기 보강판(12)의 외측단 면에도 체결홈(12B)을 형성하여 강관(100) 대응위치의 체결공(100B)을 통하여 볼트(B)로 결합 고정된 것을 특징으로 한 강관 말뚝용 덮개판.A reinforcing bar or round bar (20) bent outwardly around the upper surface of the disc (11) of the cover plate (10) by laying a + -shaped reinforcement plate (12) on the lower portion of the steel pipe pile installed as part of the ground compactor. ) Is attached to the bottom plate of the cover plate 10, the + -shaped reinforcing plate (12) which is attached to the bottom plate 11, the fastening holes (11A) arranged in a + shape on the original plate 11 to be bolted (B) And forming a fastening groove 12A at a corresponding position of the reinforcing plate 12 and forming a fastening groove 12B at an outer end surface of the reinforcing plate 12 to fasten the corresponding position of the steel pipe 100. Cover plate for a steel pipe pile, characterized in that the coupling is fixed to the bolt (B) through the ball (100B). 제1항에 있어서, 상기 덮개판(10) 또는 원판(11)의 운반 등의 관리가 용이하게 하기 위해 상기 철근(20)은 원판(11) 상면과 스터드 용접된 베이스 관 (30)의 내부에 래크(31)을 형성하여 이형 철근(20)의 삽입 결합이 용이하면서 이탈을 어렵게 한 구성으로 이 베이스 관(30)의 일 측으로는 체결 볼트(30B)가 체결 고정된 것을 특징으로 한 강관 말뚝용 덮개판.The method of claim 1, wherein the reinforcing bar 20 is in the interior of the base tube 30 stud-welded with the upper surface of the disc 11 in order to facilitate the management of the cover plate 10 or the disc 11, etc. Forming a rack 31 is easy to insert coupling of the deformed reinforcing bar (20) and difficult to remove the configuration of the steel pipe pile, characterized in that the fastening bolt (30B) is fastened fixed to one side of the base pipe (30) Cover plate. 제2항에 있어서, 덮개판(10)의 원판(11)과 철근(20)의 결합수단으로 덮개판(10)의 원판(11)상면 둘레에 나사홀(11B)을 형성하고 철근(20)의 하단부에 수나사부(21B)를 형성하여 나사 결합하되 상기 나사홀(11B)과 수나사부(21B)의 직경은 철근(20A)보다 큰 직경으로 된 것을 특징으로 한 강관 말뚝용 덮개판.The method according to claim 2, wherein a screw hole (11B) is formed around the upper surface of the disk 11 of the cover plate 10 by the coupling means of the disc 11 and the reinforcing bar 20 of the cover plate 10 and the reinforcing bar 20 The screw thread (21B) formed on the lower end of the screw coupling but the diameter of the screw hole (11B) and the male screw portion (21B) is larger than the reinforcing bar (20A) cover plate for steel pipe piles. 제3항에 있어서, 덮개판(10)의 보강 수단으로 강관(100)의 내경에 맞는 외경을 갖는 일정 높이의 보강관(12C)을 내삽하여 일정 둘레 간격을 따라 상기 강관(100)과 보강관(12A)을 볼트(B) 및 너트(N)로 체결하여 용접하고, 상기 보강관(12A)과 덮개판(10)의 원판(11) 접점 둘레에 용점을 해서 된 것을 특징으로 한 강관 말뚝용 덮개판.The steel pipe 100 and the reinforcing pipe according to claim 3, wherein the reinforcing means of the cover plate 10 is interpolated by a reinforcement pipe 12C having a predetermined height having an outer diameter that matches the inner diameter of the steel pipe 100, and along the circumferential interval. (12A) is welded by fastening with bolts (B) and nuts (N), and the steel pipe piles, characterized in that the melting point around the contact point of the disc 11 of the reinforcement pipe (12A) and the cover plate 10 Cover plate. 제1항에 있어서, 보강판(12)과 강관(100)의 측면둘레 고정 수단으로 보강판의 측면 체결홈(12B)을 테이퍼공으로 하여 볼트(B) 대신 테이퍼핀으로 강제 고정시킨 것을 특징으로 한 강관 말뚝용 덮개판.The method of claim 1, wherein the side fastening grooves 12B of the reinforcement plate are tapered by means of fixing the side circumferences of the reinforcement plate 12 and the steel pipe 100, and the taper pins are fixed by taper pins instead of the bolts B. Cover plate for steel pipe piles. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR1019970037959A 1997-04-24 1997-08-08 Head cover structure of steel pile KR100229166B1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
KR201997008725 1997-04-24
KR97-8725 1997-04-24
KR2019970008725U KR970039408U (en) 1997-04-24 1997-04-24 Cover plate for steel pipe pile

Publications (2)

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KR970070350A true KR970070350A (en) 1997-11-07
KR100229166B1 KR100229166B1 (en) 1999-11-01

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KR2019970008725U KR970039408U (en) 1997-04-24 1997-04-24 Cover plate for steel pipe pile
KR1019970037959A KR100229166B1 (en) 1997-04-24 1997-08-08 Head cover structure of steel pile

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KR2019970008725U KR970039408U (en) 1997-04-24 1997-04-24 Cover plate for steel pipe pile

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100348394B1 (en) * 1999-05-14 2002-08-10 정기승 Steel reinforcing connect structure for pile

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101047532B1 (en) * 2009-02-25 2011-07-07 주식회사 포스코건설 Joint structure of steel pipe pile and foundation and construction method
GB2548404B (en) * 2016-03-18 2020-11-04 Howard Andrew Pile cap

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100348394B1 (en) * 1999-05-14 2002-08-10 정기승 Steel reinforcing connect structure for pile

Also Published As

Publication number Publication date
KR970039408U (en) 1997-07-29
KR100229166B1 (en) 1999-11-01

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