JPH0516840U - PC pile head reinforcement structure - Google Patents
PC pile head reinforcement structureInfo
- 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
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
【0001】[0001]
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、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]
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]
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]
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]
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]
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.
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)
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.
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)
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 |
-
1991
- 1991-07-31 JP JP6733391U patent/JPH0516840U/en active Pending
Cited By (3)
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 |
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