JPH068435U - Pile head reinforcement structure - Google Patents

Pile head reinforcement structure

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Publication number
JPH068435U
JPH068435U JP5272892U JP5272892U JPH068435U JP H068435 U JPH068435 U JP H068435U JP 5272892 U JP5272892 U JP 5272892U JP 5272892 U JP5272892 U JP 5272892U JP H068435 U JPH068435 U JP H068435U
Authority
JP
Japan
Prior art keywords
bottom plate
pile
pile head
fitted
cage
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
JP5272892U
Other languages
Japanese (ja)
Inventor
和俊 横山
利志美 谷崎
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 JP5272892U priority Critical patent/JPH068435U/en
Publication of JPH068435U publication Critical patent/JPH068435U/en
Pending legal-status Critical Current

Links

Abstract

(57)【要約】 【目的】 底板を杭蓋兼用としかつ篭状補強筋の下部に
装着して、施工部材数、工程を減少して杭頭部の施工性
能、その信頼性を向上しコスト節減を可能にした杭頭補
強構造を提供するにある。 【構成】 杭頭部10aに嵌装して配筋されるカンザシ
筋5付き篭状補強筋1の下部に複数のボルト3を周間隔
を置き突設し、杭頭部10aの内部に嵌装される底板7
に複数のボルト孔8をボルト3に対応させて配設すると
ともに、底板7の周縁部に上方へ折曲げて変形される複
数の係止用突起9を周間隔を置き放射状に突設して、底
板7を杭蓋兼用に構成したことに特徴を有する。また、
杭頭部10aに嵌装して配筋されるカンザシ筋5付き篭
状補強筋1の下部を杭頭部10aの内部に嵌装される底
板7に固着4aするとともに、底板7の周縁部に上方へ
折曲げて変形される複数の係止用突起9を周間隔を置き
放射状に突設して同底板を杭蓋兼用に構成したことに特
徴を有する。
(57) [Abstract] [Purpose] The bottom plate is also used as a pile lid and is attached to the bottom of the cage reinforcement to reduce the number of construction members and processes to improve the construction performance of the pile head, its reliability and cost. It is to provide a pile head reinforcement structure that enables saving. [Structure] A plurality of bolts 3 are projectingly provided at a lower portion of a basket-like reinforcing bar 1 with a knitted bar 5 to be fitted and arranged in a pile head 10a at a circumferential interval so as to be fitted inside the pile head 10a. Bottom plate 7
A plurality of bolt holes 8 corresponding to the bolts 3, and a plurality of locking projections 9 which are bent and deformed upward at the peripheral edge of the bottom plate 7 are radially provided at circumferential intervals. It is characterized in that the bottom plate 7 is also used as a pile cover. Also,
The lower part of the cage-shaped reinforcing bar 1 with the kanzashi bar 5 which is fitted and arranged in the pile head 10a is fixed to the bottom plate 7 which is fitted inside the pile head 10a 4a, and at the periphery of the bottom plate 7. It is characterized in that a plurality of locking projections 9 which are bent and deformed upward are radially provided at circumferential intervals and the bottom plate is also used as a pile lid.

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、各種の構築物のくい基礎として汎用されているPC杭等の杭頭補強 構造に関するものである。 The present invention relates to a pile head reinforcement structure such as a PC pile that is widely used as a pile foundation for various structures.

【0002】[0002]

【従来の技術】[Prior art]

PC杭について従来例を説明すると、打設したPC杭の頭部上に杭蓋を配置し て土砂等の進入を防止し、周辺の埋め戻し、割りぐり、捨てコン等の地業作業が 終了するとその杭蓋を外し、杭頭部内にコンクリート打設用の底板を嵌装して鉄 筋等で吊持、固定し、複数本の杭頭補強筋とフープ筋からなる篭状補強筋を杭頭 部内に嵌装して、杭頭部の内部及び上部にコンクリートを打設し、その杭頭部を 補強するとともに基礎に一体的に接合して、くい基礎に施工されている。 Explaining a conventional example of PC piles, a pile lid is placed on the head of the placed PC piles to prevent dirt and sand from entering, and the earthwork work such as backfilling around the area, chipping, and discarding concrete is completed. Then, the pile lid was removed, the bottom plate for concrete placement was fitted in the pile head, and it was hung and fixed with steel bars, etc., and the cage reinforcement consisting of multiple pile head reinforcements and hoop reinforcements was attached. It is installed in the pile head part, and concrete is placed inside and on the top of the pile head part to reinforce the pile head part and integrally join it to the foundation to construct the pile foundation.

【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杭の施工は、前記のように底板、篭状補強筋の他に杭蓋や底板の配 設部材等を必要とし、多くの手数、手間がかかりコスト高になるとともに、底板 及び篭状補強筋の嵌装、配置にバラツキが生じ易く施工性能、信頼性の低下の一 因になるなどの課題がある。 In the conventional construction of PC piles, in addition to the bottom plate and the cage-shaped reinforcing bars as described above, pile cover and bottom plate arranging members and the like are required, which requires a large number of steps and labor, resulting in high cost, and the bottom plate and the cage. There is a problem that the fitting and placement of the bar-shaped reinforcing bars are likely to vary, which causes a decrease in construction performance and reliability.

【0004】 本考案は、上記のような課題に対処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、底板を杭蓋兼用としかつ篭状補強筋の下部に装着して、施工部 材数、工程を減少して杭頭部の施工性能、その信頼性を向上しコスト節減を可能 にした杭頭補強構造を提供するにある。The present invention was developed in order to address the above-mentioned problems. The purpose of the present invention is to mount the bottom plate also as a pile lid and attach it to the lower part of the cage reinforcement, It is to provide a pile head reinforcement structure that reduces the number of construction parts and processes, improves the construction performance of the pile head, its reliability, and enables cost savings.

【0005】[0005]

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

杭頭部に嵌装して配筋されるカンザシ筋付き篭状補強筋の下部に複数のボルト を周間隔を置き突設し、杭頭部の内部に嵌装される底板に複数のボルト孔を前記 のボルトに対応させて配設するとともに、底板の周縁部に上方へ折曲げて変形さ れる複数の係止用突起を周間隔を置き放射状に突設して、その底板を杭蓋兼用に 構成したことにより、又は、杭頭部に嵌装して配筋されるカンザシ筋付き篭状補 強筋の下部を杭頭部の内部に嵌装される底板に固着するとともに、底板の周縁部 に上方へ折曲げて変形される複数の係止用突起を周間隔を置き放射状に突設して 、その底板を杭蓋兼用に構成したことにより、底板を杭蓋兼用としかつ篭状補強 筋の下部に装着可能にして、施工部材数、工程を減少し杭施工を容易として施工 精度、信頼性を高めている。 Plural bolts are projected at the lower part of the cage-like reinforcing bar with kanzashi that is fitted and arranged in the pile head, and multiple bolt holes are formed in the bottom plate fitted inside the pile head. Are arranged in correspondence with the above bolts, and a plurality of locking projections that are bent and deformed upward at the peripheral edge of the bottom plate are radially arranged at circumferential intervals, and the bottom plate also serves as a pile cover. Or the bottom part of the cage-shaped reinforcement muscles with kanzashi muscles that are fitted to the head of the pile and fixed to the bottom plate that is fitted inside the head of the pile. A plurality of locking projections that are bent and deformed upward at the part are radially arranged at circumferential intervals, and the bottom plate is also used as a pile lid, so that the bottom plate also serves as a pile lid and cage reinforcement It can be attached to the bottom of the streak, reducing the number of construction members and processes, making pile construction easier and improving construction accuracy and reliability. It is fit.

【0006】[0006]

【作用】[Action]

底板を周縁部に突設した複数の係止用突起により杭頭部上に配置して杭蓋兼用 とし、杭内部への土砂等の進入を防止するとともに、その係止用突起を上方へ折 曲げ変形した底板を篭状補強筋の下部に複数のボルトで装着し又は直接に固着し て、その底板を篭状補強筋とともに杭頭部内に嵌装し、その篭状補強筋の中間部 にカンザシ筋を嵌挿して杭頭部上に配筋すると、各係止用突起のガイド機能によ り底板及び篭状補強筋が杭頭部の所定位置に容易に精度良く配筋され、杭頭部の 内部及び上部にコンクリートを打設して容易、迅速にくい基礎に施工される。 The bottom plate is placed on the pile head by a plurality of locking projections protruding from the periphery to serve also as a pile lid to prevent dirt and sand from entering the inside of the pile and to fold the locking projection upward. Attach the bent and deformed bottom plate to the bottom of the cage reinforcement with multiple bolts or fix them directly, and then fit the bottom plate together with the cage reinforcement into the pile head, and insert the middle part of the cage reinforcement. If you insert the kanzashi muscle into the pile and arrange it on the pile head, the bottom plate and the cage reinforcement are easily and accurately arranged at the predetermined positions on the pile head by the guide function of each locking projection. Concrete is placed inside and on the top of the head to make it easy and quick to construct a foundation.

【0007】[0007]

【実施例】【Example】

図1及び図2に本考案の第1実施例、図3に第2実施例を示す。図中1は杭頭 部10aに嵌装して配筋される篭状補強筋、5は杭頭部に嵌装された篭状補強筋 を所定の高さに保持するカンザシ筋、7は杭頭部の内部に嵌装される底板、10 はPC杭であつて、篭状補強筋1は、図1及び図3に示すように複数のフツク2 a付き杭頭補強筋2とフープ筋3を溶接して篭状に形成され、図示のように複数 本のカンザシ筋5が挿通されるとともに、図1の第1実施例では、複数本の杭頭 補強筋2の下端部にボルト2bを溶接等の手段で突設して(又は下端部自体をボ ルトに形成)、そのボルト2bを底板7のボルト孔8に挿通してナツト4で装着 する構造とし、図3の第2実施例では、複数本の杭頭補強筋2の下端部を溶接等 により底板7に固着4aする構造になつている。また、底板7は、図1(A)及 び図3(A)のようにPC杭10の杭頭部10aの内部に嵌装されてコンクリー トを受ける受皿状に形成され、第1実施例では複数のボルト孔8がボルト2bに 対応させて配設され、周縁部に複数の係止用突起9が周間隔を置きかつ上方へ折 曲げ変形可能に放射状に突設されて、図2(B)及び図3(B)のように杭頭部 0a上に配置して杭蓋に兼用される構造になつている。 1 and 2 show a first embodiment of the present invention, and FIG. 3 shows a second embodiment. In the figure, 1 is a cage-shaped reinforcing bar which is fitted and arranged in the pile head portion 10a, 5 is a kanzashi reinforcing bar which holds the cage-shaped reinforcing bar fitted to the pile head at a predetermined height, and 7 is a pile A bottom plate 10 fitted into the inside of the head is a PC pile, and the cage reinforcement 1 is a pile head reinforcement 2 with a plurality of hooks 2a and a hoop reinforcement 3 as shown in FIGS. Is formed into a cage shape by welding, and a plurality of the knitting muscles 5 are inserted as shown in the drawing. In the first embodiment of FIG. A second embodiment shown in FIG. 3 has a structure in which the bolt 2b is projected by means of welding or the like (or the lower end portion itself is formed into a bolt), the bolt 2b is inserted into the bolt hole 8 of the bottom plate 7 and attached by the nut 4. Then, the lower end portions of the plurality of pile head reinforcing bars 2 are fixed to the bottom plate 7 by welding or the like. Further, the bottom plate 7 is formed into a saucer shape which is fitted inside the pile head portion 10a of the PC pile 10 to receive the concrete as shown in FIGS. 1 (A) and 3 (A). 2, a plurality of bolt holes 8 are arranged corresponding to the bolts 2b, and a plurality of locking projections 9 are circumferentially provided at the peripheral edge portion and radially project upward so that they can be bent and deformed. As shown in FIG. 3B and FIG. 3B, it is arranged on the pile head 0a and is also used as a pile lid.

【0008】 図1及び図2に示す第1実施例では、図2(A)のように底板7をその複数の 係止用突起9で打設されているPC杭10の杭頭部10a上に杭蓋として配置し て、埋め戻し、割りぐり、捨てコン等の地業作業時における土砂等の進入を防止 する。また、各係止用突起9を上方へ容易に折り曲げ変形して底板7を杭頭部1 0a内に嵌装可能とし、篭状補強筋1の下部にその底板7を複数のボルト2b、 ナツト4で装着して、図1(A)のように篭状補強筋1とともに底板7を杭頭部 10a内に嵌装し、カンザシ筋5を篭状補強筋1の中間部に嵌挿して杭頭部10 a上に配筋すると、各係止用突起9が杭10内面に接してガイドになり、底板7 及び篭状補強筋1が杭頭部10aの所定位置に容易に精度良く嵌装して配筋され 、杭頭部10aの内部、上部にコンクリートを打設して、容易にくい基礎として 施工される。In the first embodiment shown in FIGS. 1 and 2, on the pile head 10a of the PC pile 10 in which the bottom plate 7 is driven by the plurality of locking projections 9 as shown in FIG. 2 (A). It will be installed as a pile cover in the area to prevent the ingress of earth and sand during the earthwork work such as backfilling, chipping, and throwing away concrete. Further, the respective locking projections 9 are easily bent and deformed upward so that the bottom plate 7 can be fitted into the pile head 10a, and the bottom plate 7 is attached to the lower part of the cage-shaped reinforcing bar 1 by a plurality of bolts 2b and nuts. As shown in FIG. 1 (A), the bottom plate 7 is fitted in the pile head portion 10a together with the cage-shaped reinforcing bar 1, and the kanzashi muscle 5 is fitted and inserted in the middle portion of the cage-shaped reinforcing bar 1 as shown in FIG. When the bars are arranged on the head 10a, the locking projections 9 come into contact with the inner surfaces of the piles 10 to serve as guides, and the bottom plate 7 and the cage reinforcements 1 can be easily and accurately fitted at predetermined positions on the pile heads 10a. Then, concrete is placed on the inside and the upper part of the pile head 10a to be constructed as a foundation that is difficult to be easily constructed.

【0009】 また、図3に示す第2実施例では、篭状補強筋1の下部に底板7を溶接等で固 着し、図3(B)のように篭状補強筋1を杭頭部10aの内部に嵌装して、その 底板7をその複数の係止用突起9でPC杭10の杭頭部10a上に杭蓋として配 置し、篭状補強筋1を前記の地業作業等の邪魔にならないように収容でき(前記 の第1実施例でも同様に使用可能)、図3(A)のように篭状補強筋1とともに 底板7を杭頭部10a内に嵌装し、同様にカンザシ筋5を配筋すると、第1実施 例と同様に底板7及び篭状補強筋1を杭頭部10aの所定位置に容易に精度良く 嵌装して配筋でき、コンクリートを打設してくい基礎として施工される。In the second embodiment shown in FIG. 3, the bottom plate 7 is fixed to the lower part of the cage-shaped reinforcing bar 1 by welding or the like, and the cage-shaped reinforcing bar 1 is attached to the pile head as shown in FIG. 3 (B). The bottom plate 7 is fitted into the inside of 10a, and the bottom plate 7 is arranged as the pile lid on the pile head 10a of the PC pile 10 by the plurality of locking projections 9, and the cage reinforcing bar 1 is used for the earthwork work. Etc. can be housed so as not to get in the way (the same can be used in the first embodiment described above), and as shown in FIG. 3 (A), the bottom plate 7 is fitted in the pile head 10a together with the cage-shaped reinforcing bar 1. Similarly, when the kanzashi muscle 5 is laid out, the bottom plate 7 and the basket-like reinforcing bar 1 can be easily and accurately fitted in a predetermined position of the pile head 10a to lay the concrete, as in the first embodiment. It is constructed as a shii foundation.

【0010】 前記のように本考案では専用の杭蓋や底板の嵌装、固定用の配設部材等が不要 となり、底板7が杭蓋兼用となりかつ篭状補強筋1とともに容易に精度良く杭頭 部10aに嵌装されるなど、施工部材数、工程が減少され施工工程が著しく簡素 化されて大幅なコスト節減が可能になつている。なお、篭状補強筋1の構造やそ の下端部に設けられるボルト数、固着本数等は適宜に改変可能である。As described above, the present invention eliminates the need for a dedicated pile lid, a bottom plate fitting member, a fixing arrangement member, etc., and the bottom plate 7 also serves as a pile lid, and together with the cage-like reinforcing bar 1, the pile can be easily and accurately piled. By fitting the head 10a, the number of construction members and processes are reduced, and the construction process is remarkably simplified, resulting in significant cost savings. The structure of the cage-shaped reinforcing bar 1, the number of bolts provided at the lower end of the cage-shaped reinforcing bar 1, and the number of fixings can be appropriately modified.

【0011】[0011]

【考案の効果】[Effect of device]

本考案は、前述のように底板をその周縁部に突設した複数の係止用突起により 杭頭部上に配置して杭蓋兼用とし杭内部への土砂等の進入を防止でき、係止用突 起を上方へ曲げ変形して底板を杭頭部内に嵌装可能とし、篭状補強筋の下部にそ の底板を複数のボルトで装着し又は直接に固着して、その底板を篭状補強筋とと もに杭頭部内に嵌装し、カンザシ筋を嵌挿して杭頭部上に配筋すると、各係止用 突起のガイド機能により、底板及び篭状補強筋が杭頭部の所定位置に容易に精度 良く配筋され、その杭頭部の内部及び上部にコンクリートを打設してくい基礎に 容易、迅速に施工され、施工部材数、工程を減少して施工性能、その信頼性を著 しく向上し、大幅なコスト節減を可能にしている。 According to the present invention, as described above, the bottom plate is arranged on the pile head by the plurality of locking projections protruding from the peripheral portion thereof to serve also as the pile lid to prevent the entry of earth and sand into the inside of the pile, and the locking. The bottom plate can be fitted into the pile head by bending and deforming the projecting protrusion upward, and the bottom plate is attached to the lower part of the cage reinforcement by a plurality of bolts or directly fixed, and the bottom plate is fixed. When the bottom plate and the cage reinforcement are fitted into the pile head together with the bar-shaped reinforcement, and the knotted reinforcement is inserted and arranged on the pile head, the bottom plate and the cage reinforcement are reinforced by the guide function of each locking projection. It is easily and accurately arranged in a predetermined position of the part, and concrete is placed inside and on the top of the pile for easy and quick construction on the pile foundation. Its reliability has been significantly improved, enabling significant cost savings.

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

【図1】本考案の第1実施例を示す縦断面図(A)とそ
のX−X視図(B)及びY部分の拡大図(C)
FIG. 1 is a longitudinal sectional view (A) showing the first embodiment of the present invention, its XX view (B), and an enlarged view of a Y portion (C).

【図2】底板を杭蓋として使用した縦断面図(A)とそ
の平面図(B)
FIG. 2 is a vertical cross-sectional view (A) using the bottom plate as a pile cover and its plan view (B).

【図3】第2実施例を示す縦断面図(A)と底板を杭蓋
として使用した縦断面図(B)である。
FIG. 3 is a vertical sectional view (A) showing a second embodiment and a vertical sectional view (B) using a bottom plate as a pile cover.

【符号の説明】[Explanation of symbols]

1 篭状補強筋 2b ボルト 4a 固着 5 カンザシ筋 7 底板 8 ボルト孔 9 係止用突起 10a 杭頭部 1 Reinforcing Bar-shaped Reinforcing Bar 2b Bolt 4a Fixed 5 Kanzashiu 7 Bottom Plate 8 Bolt Hole 9 Projection for Locking 10a Pile Head

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 杭頭部に嵌装して配筋されるカンザシ筋
付き篭状補強筋の下部に複数のボルトを周間隔を置き突
設し、杭頭部の内部に嵌装される底板に複数のボルト孔
を前記のボルトに対応させて配設するとともに、前記の
底板の周縁部に上方へ折曲げて変形される複数の係止用
突起を周間隔を置き放射状に突設して同底板を杭蓋兼用
に構成したことを特徴とする杭頭補強構造。
1. A bottom plate fitted inside a pile head, wherein a plurality of bolts are projected at a lower portion of a basket-like reinforcing bar with a knitted strip that is fitted and arranged in the pile head, and the bolt is fitted inside the pile head. A plurality of bolt holes corresponding to the bolts are provided, and a plurality of locking projections that are bent and deformed upward at the peripheral edge of the bottom plate are radially provided at circumferential intervals. A pile head reinforcement structure characterized in that the bottom plate is also used as a pile lid.
【請求項2】 杭頭部に嵌装して配筋されるカンザシ筋
付き篭状補強筋の下部を杭頭部の内部に嵌装される底板
に固着するとともに、前記の底板の周縁部に上方へ折曲
げて変形される複数の係止用突起を周間隔を置き放射状
に突設して同底板を杭蓋兼用に構成したことを特徴とす
る杭頭補強構造。
2. A lower part of a basket-shaped reinforcing bar with a knitted bar that is fitted and arranged on a pile head is fixed to a bottom plate fitted inside the pile head, and is attached to a peripheral portion of the bottom plate. A pile head reinforcement structure characterized in that a plurality of locking projections that are bent and deformed upward are radially provided at circumferential intervals and the bottom plate is also used as a pile lid.
JP5272892U 1992-07-06 1992-07-06 Pile head reinforcement structure Pending JPH068435U (en)

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Application Number Priority Date Filing Date Title
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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5464187U (en) * 1977-10-15 1979-05-07
WO2002007499A2 (en) * 2000-07-20 2002-01-31 Smartec Engineering Co., Ltd. Apparatus and structure for connecting head of steel pipe pile and concrete footing
WO2002016701A1 (en) * 2000-08-09 2002-02-28 Jeong Hyo Bae Reinforcement structure for a foundation pile
KR100387751B1 (en) * 2000-10-16 2003-06-25 배정효 Reinforcement structure for a foundation pile
KR20030052219A (en) * 2001-12-20 2003-06-26 (주)은반기초 Pipe direct connection sound troofed wall installation method
KR20040095391A (en) * 2003-04-28 2004-11-15 (주)피에스테크 reinforced structure and method combining the head of concrete pile with concrete foundation
KR100618597B1 (en) * 2004-11-16 2006-09-04 민경건설 주식회사 Cast in place concrete pile using vibro magnetic shovel hammer, and the construction method of this

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5464187U (en) * 1977-10-15 1979-05-07
JPS6238935Y2 (en) * 1977-10-15 1987-10-03
WO2002007499A2 (en) * 2000-07-20 2002-01-31 Smartec Engineering Co., Ltd. Apparatus and structure for connecting head of steel pipe pile and concrete footing
WO2002007499A3 (en) * 2000-07-20 2002-06-20 Smartec Engineering Co Ltd Apparatus and structure for connecting head of steel pipe pile and concrete footing
JP2004504521A (en) * 2000-07-20 2004-02-12 スマーテック エンジニアリング カンパニー,リミテッド Joints and structures for joining steel pipe pile heads to concrete foundations
WO2002016701A1 (en) * 2000-08-09 2002-02-28 Jeong Hyo Bae Reinforcement structure for a foundation pile
KR100387751B1 (en) * 2000-10-16 2003-06-25 배정효 Reinforcement structure for a foundation pile
KR20030052219A (en) * 2001-12-20 2003-06-26 (주)은반기초 Pipe direct connection sound troofed wall installation method
KR20040095391A (en) * 2003-04-28 2004-11-15 (주)피에스테크 reinforced structure and method combining the head of concrete pile with concrete foundation
KR100618597B1 (en) * 2004-11-16 2006-09-04 민경건설 주식회사 Cast in place concrete pile using vibro magnetic shovel hammer, and the construction method of this

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