JPH0516840U - PC pile head reinforcement structure - Google Patents

PC pile head reinforcement structure

Info

Publication number
JPH0516840U
JPH0516840U JP6733391U JP6733391U JPH0516840U JP H0516840 U JPH0516840 U JP H0516840U JP 6733391 U JP6733391 U JP 6733391U JP 6733391 U JP6733391 U JP 6733391U JP H0516840 U JPH0516840 U JP H0516840U
Authority
JP
Japan
Prior art keywords
pile
pile head
head
reinforcement
fixing plate
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
JP6733391U
Other languages
Japanese (ja)
Inventor
孝史 穂刈
隆 虻川
伸一 三好
澄夫 前沢
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Taisei Corp
Original Assignee
Taisei Corp
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 Taisei Corp filed Critical Taisei Corp
Priority to JP6733391U priority Critical patent/JPH0516840U/en
Publication of JPH0516840U publication Critical patent/JPH0516840U/en
Pending legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)
  • Foundations (AREA)

Abstract

(57)【要約】 【目的】 杭頭補強筋付き接合リングからなる杭頭補強
ユニットにより、施工性とともに杭頭部の耐強度を効果
的に高め、耐震性、信頼性を向上したPC杭の頭部補強
構造を提供するにある。 【構成】 既製PC杭1の頭部において、予め複数本の
杭頭補強筋6の下端を接合リング5に固着してなる杭頭
補強ユニット4を、PC杭1の杭頭の定着プレート3に
接合したことに特徴を有する。
(57) [Summary] [Purpose] A pile head reinforcement unit consisting of a joint ring with pile head reinforcement bars effectively increases the strength of the pile head as well as the workability of PC piles, and improves the earthquake resistance and reliability. It is to provide a head reinforcement structure. [Structure] In the head of a ready-made PC pile 1, a pile head reinforcing unit 4 in which the lower ends of a plurality of pile head reinforcing bars 6 are fixed to a joining ring 5 in advance is attached to a fixing plate 3 of the pile head of the PC pile 1. It is characterized by being joined.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、各種の構築物における杭基礎等として好適なPC杭の頭部補強構造 に関するものである。 The present invention relates to a head reinforcement structure for a PC pile, which is suitable as a pile foundation for various structures.

【0002】[0002]

【従来の技術】[Prior Art]

従来、PC杭(プレキャストコンクリート杭)の頭部補強構造は、タテ筋とフ ープ筋で構成されたカゴ状筋を杭頭の中空部に挿入、立設して、杭頭部と基礎を 一体にコンクリート打設する構造になつている。しかし、前記カゴ状筋の外径寸 法は杭の中空内径となるため、その杭頭補強には自ら限界があり、耐震性におい て十分とは言えず課題が多い。 Conventionally, the head reinforcement structure of PC piles (precast concrete piles) has a cage-shaped reinforcement consisting of vertical and hoop reinforcements inserted into the hollow portion of the pile head and erected to form the pile head and foundation. The structure is such that concrete is cast in one piece. However, since the outside diameter of the cage-like muscle is the hollow inside diameter of the pile, there is a limit to the reinforcement of the pile head, and there are many problems in terms of seismic resistance.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

従来のPC杭の頭部補強構造は、前記のようにそのカゴ状筋による杭頭部の補 強には自ら限界があり、耐震性、信頼性等の問題点がある。 As described above, the conventional head reinforcement structure for PC piles has its own limit to the reinforcement of the pile head by the cage-like muscles, and has problems such as earthquake resistance and reliability.

【0004】 本考案は、上記のような課題を解決するために開発されたものであつて、その 目的とする処は、杭頭補強筋付き接合リングからなる杭頭補強ユニットにより、 施工性とともに杭頭部の耐強度を効果的に高め、耐震性、信頼性を向上したPC 杭の頭部補強構造を提供するにある。The present invention was developed in order to solve the above problems, and its purpose is to improve workability by using a pile head reinforcement unit composed of a joint ring with pile head reinforcement bars. It is to provide a head reinforcement structure for PC piles that effectively enhances the strength of the pile heads and improves the earthquake resistance and reliability.

【0005】[0005]

【課題を解決するための手段】[Means for Solving the Problems]

本考案は、既製PC杭の頭部において、予め複数本の杭頭補強筋の下端を接合 リングに固着してなる杭頭補強ユニットを、PC杭の杭頭の定着プレートに接合 したことにより、杭頭部の施工を容易にし耐強度を効果的に高めている。 According to the present invention, a head of a ready-made PC pile is joined to a fixing plate of a pile head of a PC pile by joining a pile head reinforcement unit in which the lower ends of a plurality of pile head reinforcements are fixed to a joint ring in advance. It facilitates the construction of the pile head and effectively enhances the strength resistance.

【0006】[0006]

【作用】[Action]

予め複数本の杭頭補強筋の下端を接合リングに固着してなる杭頭補強ユニット をPC杭の杭頭の定着プレートに接合することにより、杭頭の定着プレートに接 合リング及び複数本の杭頭補強筋が容易に精度良く一体に施工されて、杭頭の耐 強度が効果的に高められ、また、杭頭補強筋の大きさ、本数等により耐強度が自 在に調整されて優れた耐震性、信頼性が得られる。 By joining the pile head reinforcement unit, which is made by fixing the lower ends of multiple pile head reinforcements to the joining ring beforehand, by joining it to the fixing plate of the pile head of the PC pile, the joining ring and multiple The pile head reinforcements are easily and accurately integrated together to effectively increase the pile head strength, and the strength is automatically adjusted by the size and number of pile head reinforcements. Earthquake resistance and reliability are obtained.

【0007】[0007]

【実施例】【Example】

図1及び図2に本考案の一実施例を、図3に他の実施例を示す。図中1は既製 のPC杭、2はPC杭1に埋設された鋼棒、3はPC杭1の頭部上端に固設され た定着プレート、4は杭頭補強ユニット、5は定着プレート3上に溶接5aして 固着される接合リング、6は接合リング5に溶接6aして固着された杭頭補強筋 であつて、接合リング5は、図1,2に示すような断面L形、又は図3に示すよ うな断面平板形のリング状金物になつており、予め複数本の杭頭補強筋6が接合 リング5に周方向間隔を置き溶接6aされて上方に突設され、杭頭補強ユニット 4に構成されている。 1 and 2 show one embodiment of the present invention, and FIG. 3 shows another embodiment. In the figure, 1 is a ready-made PC pile, 2 is a steel rod embedded in the PC pile 1, 3 is a fixing plate fixed to the upper end of the head of the PC pile 1, 4 is a pile head reinforcing unit, 5 is a fixing plate 3 A joining ring fixed by welding 5a on the upper portion, 6 is a pile head reinforcing bar fixed by welding 6a on the joining ring 5, and the joining ring 5 has an L-shaped cross section as shown in FIGS. Alternatively, as shown in FIG. 3, a ring-shaped metal piece having a flat plate cross-section is formed, and a plurality of pile head reinforcing bars 6 are previously welded 6a at circumferential intervals to the joint ring 5 and project upward to form a pile head. It is composed of a reinforcement unit 4.

【0008】 図1(A)に示すように予め複数本の杭頭補強筋6の下端を接合リング5に溶 接6aして固着してなる杭頭補強ユニット4を、図1(B)に示すようにPC杭 1の杭頭部上端に固設されている定着プレート3上に溶接5aして接合して、さ らに、その周囲に基礎10の配筋(図示省略)をしてコンクリートCを打設し、 杭頭部とともに基礎10を一体的に接合してPC杭1の杭頭を補強する。図中1 1はPC杭1の頭部内に配設された底板である。As shown in FIG. 1 (A), a pile head reinforcing unit 4 in which lower ends of a plurality of pile head reinforcing bars 6 are welded 6a and fixed to a joining ring 5 in advance is shown in FIG. 1 (B). As shown, it is welded 5a to the fixing plate 3 fixed to the upper end of the pile head of the PC pile 1 to be joined, and then the reinforcement of the foundation 10 (not shown) is provided around it to make concrete. C is placed, and the foundation 10 is integrally joined with the pile head to reinforce the pile head of the PC pile 1. Reference numeral 11 in the figure denotes a bottom plate arranged in the head of the PC pile 1.

【0009】 予め複数本の杭頭補強筋6の下端を接合リング5に固着してユニット化された 杭頭補強ユニット4は、PC杭1の杭頭の定着プレート3上に容易に精度良く固 着され、また、その一体化された定着プレート3と接合リング5、及び杭頭補強 筋6により杭頭が強力に補強されるとともに、PC杭1の各鋼棒2の応力が定着 プレート3及び接合リング5を介し各杭頭補強筋6に伝達されて、杭頭部の耐強 度が効果的に高められ、さらに、杭頭補強筋6の大きさ、本数の調節により、杭 頭部の耐強度が所望値に自在に調整されて優れた耐震性、信頼性が得られる。The pile head reinforcing unit 4 unitized by previously fixing the lower ends of the plurality of pile head reinforcing bars 6 to the joining ring 5 is easily and accurately fixed on the fixing plate 3 of the pile head of the PC pile 1. The pile head is strongly reinforced by the fixing plate 3 and the joint ring 5 and the pile head reinforcing bar 6 which are attached, and the stress of each steel rod 2 of the PC pile 1 is fixed by the fixing plate 3 and the fixing plate 3. It is transmitted to each pile head reinforcing bar 6 through the joint ring 5 to effectively increase the strength of the pile head, and by adjusting the size and number of the pile head reinforcing bar 6, The strength is freely adjusted to the desired value, and excellent seismic resistance and reliability are obtained.

【0010】[0010]

【考案の効果】[Effect of the device]

本考案は、上述のような構成からなり、PC杭の杭頭の定着プレートに、接合 リング及び複数本の杭頭補強筋からなる杭頭補強筋ユニットが容易に精度良く一 体に固設されて、施工性とともに杭頭の耐強度が効果的に高められるとともに、 杭頭補強筋の大きさ、本数等により耐強度が自在に調整されて、PC杭の杭頭の 耐震性、信頼性が格段に向上されている。 The present invention is constructed as described above, and a pile head reinforcing bar unit including a joint ring and a plurality of pile head reinforcing bars is easily and accurately fixed to a fixing plate on a pile head of a PC pile. The workability and the strength of the pile head can be effectively increased, and the strength of the pile head can be freely adjusted depending on the size and number of the pile head reinforcements. It has been greatly improved.

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

【図1】本考案の一実施例の杭頭補強工程を示す各縦断
面図(A),(B)
FIG. 1 is a longitudinal sectional view (A), (B) showing a pile head reinforcing process according to an embodiment of the present invention.

【図2】図1(A)の平面視機構図(A)と図1(B)
X部分の拡大縦断面図(B)
2A and 2B are plan view mechanical diagrams of FIG. 1A and FIG.
Enlarged vertical sectional view of part X (B)

【図3】本考案の他の実施例を示す図1(B)X相当部
分の拡大縦断面図である。
FIG. 3 is an enlarged vertical sectional view of a portion corresponding to X in FIG. 1 (B) showing another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 PC杭 3 定着プレート 4 杭頭補強ユニット 5 接合リング 6 杭頭補強筋 1 PC pile 3 Anchoring plate 4 Pile head reinforcement unit 5 Joining ring 6 Pile head reinforcement

フロントページの続き (72)考案者 前沢 澄夫 東京都新宿区西新宿1丁目25番1号 大成 建設株式会社内Front page continuation (72) Inventor Sumio Maezawa 1-25-1 Nishi-Shinjuku, Shinjuku-ku, Tokyo Taisei Corporation

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 既製PC杭の頭部において、予め複数本
の杭頭補強筋の下端を接合リングに固着してなる杭頭補
強ユニットを、前記PC杭の杭頭の定着プレートに接合
したことを特徴とするPC杭の頭部補強構造。
1. A head portion of a ready-made PC pile, wherein a pile head reinforcing unit having the lower ends of a plurality of pile head reinforcing bars fixed in advance to a joining ring is joined to a fixing plate of the pile head of the PC pile. A head reinforcement structure for PC piles.
JP6733391U 1991-07-31 1991-07-31 PC pile head reinforcement structure Pending JPH0516840U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6733391U JPH0516840U (en) 1991-07-31 1991-07-31 PC pile head reinforcement structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6733391U JPH0516840U (en) 1991-07-31 1991-07-31 PC pile head reinforcement structure

Publications (1)

Publication Number Publication Date
JPH0516840U true JPH0516840U (en) 1993-03-02

Family

ID=13341992

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6733391U Pending JPH0516840U (en) 1991-07-31 1991-07-31 PC pile head reinforcement structure

Country Status (1)

Country Link
JP (1) JPH0516840U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006028984A (en) * 2004-07-21 2006-02-02 Okumura Corp Pile head structure of steel pipe reinforced concrete pile, joining method for pile head of steel pipe reinforced concrete pile and joining unit
JP2009035867A (en) * 2007-07-31 2009-02-19 Kiuchi Construction Co Ltd Joint structure of pile head and method of joining pile head

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006028984A (en) * 2004-07-21 2006-02-02 Okumura Corp Pile head structure of steel pipe reinforced concrete pile, joining method for pile head of steel pipe reinforced concrete pile and joining unit
JP4517228B2 (en) * 2004-07-21 2010-08-04 株式会社奥村組 Steel pipe concrete pile head structure, steel pipe concrete pile head joining method, unit for joining
JP2009035867A (en) * 2007-07-31 2009-02-19 Kiuchi Construction Co Ltd Joint structure of pile head and method of joining pile head

Similar Documents

Publication Publication Date Title
JP4844928B2 (en) Pile head joint structure and construction method
CN108978667A (en) A kind of positioning connection structure and its construction method of steel-pipe pile and bored concrete pile
CN208933973U (en) A kind of positioning connection structure of steel-pipe pile and bored concrete pile
JP2000064305A (en) Foundation structure of steel tower and construction thereof
CN208633272U (en) A kind of Prefabricated concrete-filled steel tube ring beam connection structure
CN208105474U (en) A kind of assembly node of upper and lower interior wall and floor
JPS61109826A (en) Reinforcing metal fitting for pile-foundation connection
JPH0516840U (en) PC pile head reinforcement structure
US3145540A (en) Prestressed composite pile
JPS641610B2 (en)
JP3802996B2 (en) Construction method of flat slabs using steel pipe concrete columns
JP2000282563A (en) Steel encased reinforced concrete structure with thickened steel-pipe used and its execution method
JP3424842B2 (en) Joining method of steel reinforced concrete columns in precast method
JPH0586630A (en) Construction for jointing steel pipe pile filled with concrete and steel pipe column filled up with concrete
JP2000027197A (en) Structure of connecting part for steel pipe pile and footing
JP2737099B2 (en) Construction method of underground beam reinforcing bars and underground beams
JP2584321Y2 (en) Steel reinforced concrete column base structure
JPH0972044A (en) Concrete filled and covered steel pipe-reinforced concrete tower shape structure
JPH06248614A (en) High bridge pier and construction thereof
CN216689754U (en) Hoop connection prefabricated reinforced concrete frame node
JP3364822B2 (en) Construction method of steel frame reinforced concrete structure using thickened steel pipe
JP2004204605A (en) Joint structure
JP2000303557A (en) Steel framed reinforced concrete structure using thickened wall steel pipe
JPH101956A (en) Underground construction method for building
JP2886376B2 (en) Anchor structure of pile head