JPH073816A - Form for pile head filling concrete - Google Patents

Form for pile head filling concrete

Info

Publication number
JPH073816A
JPH073816A JP17233893A JP17233893A JPH073816A JP H073816 A JPH073816 A JP H073816A JP 17233893 A JP17233893 A JP 17233893A JP 17233893 A JP17233893 A JP 17233893A JP H073816 A JPH073816 A JP H073816A
Authority
JP
Japan
Prior art keywords
concrete
pile
formwork
head
ground
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
JP17233893A
Other languages
Japanese (ja)
Inventor
Shohei Hayashi
正平 林
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.)
Fujita Corp
Original Assignee
Fujita 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 Fujita Corp filed Critical Fujita Corp
Priority to JP17233893A priority Critical patent/JPH073816A/en
Publication of JPH073816A publication Critical patent/JPH073816A/en
Pending legal-status Critical Current

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  • Foundations (AREA)

Abstract

PURPOSE:To combine a bottom slab with a PC pile surely and easily by installing a bottom form to specific depth from the upper end of the PC pile, and filling concrete also in a PC pile head simultaneously in the case the concrete bottom slab is formed. CONSTITUTION:A bottom form 3 is inserted in a hollow section 13 in a head 11A of a PC pile 11 driven in the ground G, the upper parts of leg members 5 and 5 are bent to interlock with the upper end 17 of the PC pile 11, and the bottom form 3 is borne in specific depth from the upper end of the PC pile 11. After that, a built-up reinforcing bar 23 is mounted on the bottom form 3 and is positioned. Then, after required reinforcing bars, etc., are arranged on the ground G, concrete C is placed, and a concrete bottom slab 31 is formed. Simultaneously, the concrete C is also poured on the bottom form 3, the head 11A of the PC pile 11 is filled with the concrete C, and the concrete bottom slab 31 is combined with the PC pile 11.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明はPC杭やRC杭等のよう
な中空状の既成コンクリート杭を地盤に打ち込んだ後、
この地盤上に設けられるコンクリート底版(基礎コンク
リート)と既成コンクリート杭とを一体化するための杭
頭中詰コンクリート用型枠に関する。
BACKGROUND OF THE INVENTION The present invention, after driving hollow precast concrete piles such as PC piles and RC piles into the ground,
The present invention relates to a formwork for pile-head filling concrete for integrating a concrete bottom slab (foundation concrete) provided on this ground with an existing concrete pile.

【0002】[0002]

【従来の技術】既成コンクリート杭は、構造物の荷重を
支持力のある支持層へ伝達するため、少なくともその先
端が支持層に到達し得る長さで製造される。そして、既
成コンクリート杭が打ち込まれた地盤上にはコンクリー
ト底版が設けられるが、PC杭やRC杭等のような中空
状のコンクリート杭の場合には、このコンクリート底版
とコンクリート杭とを一体化するため、コンクリート底
版の形成時に、コンクリート杭の上部にもコンクリート
を流し込む必要がある。そこで、従来では、地盤に打ち
込まれた中空状のコンクリート杭の内部の空間部に頭部
まで砂を詰め、コンクリート底版の形成時に、コンクリ
ート杭の内部にこの砂の上までコンクリートを流し込
み、杭の頭部にもコンクリートを充填させることによ
り、コンクリート底版と中空状のコンクリート杭とを一
体化するようにしている。
2. Description of the Related Art Precast concrete piles are manufactured in such a length that at least their tips can reach the supporting layer in order to transfer the load of the structure to the supporting layer having a supporting force. Then, a concrete bottom slab is provided on the ground into which the precast concrete pile is driven, but in the case of a hollow concrete pile such as a PC pile or an RC pile, this concrete bottom slab and the concrete pile are integrated. Therefore, it is necessary to pour concrete into the upper part of the concrete pile when forming the concrete bottom slab. Therefore, conventionally, the space inside the hollow concrete pile driven into the ground is filled with sand up to the head, and when the concrete bottom slab is formed, concrete is poured into the concrete pile over the sand, By filling the head with concrete, the concrete slab and the hollow concrete pile are integrated.

【0003】[0003]

【発明が解決しようとする課題】そのため、従来の施工
方法では、地盤に打ち込まれたコンクリート杭の内部に
その頭部まで砂を詰めなければならないため手間が掛か
り、コンクリート基礎工事の作業効率を高めることがで
きず、コスト高になる不具合があった。本発明は前記事
情に鑑み案出されたものであって、本発明の目的は、簡
単な作業により、コンクリート底版の形成時に、コンク
リート杭の頭部にコンクリートを充填させることがで
き、コンクリート基礎工事の作業効率を高め、コストダ
ウンを図れる杭頭中詰コンクリート用型枠を提供するこ
とにある。
Therefore, in the conventional construction method, it is necessary to fill the inside of the concrete pile driven into the ground with sand up to the head thereof, which is troublesome and increases the work efficiency of the concrete foundation construction. There was a problem that it could not be done and the cost was high. The present invention has been devised in view of the above circumstances, and an object of the present invention is to allow concrete heads to be filled with concrete at the time of forming a concrete bottom slab by simple work. The purpose of the present invention is to provide a formwork for pile-filled concrete that can improve work efficiency and reduce costs.

【0004】[0004]

【課題を解決するための手段】前記目的を達成するた
め、本発明は、地盤に打ち込まれた中空状のコンクリー
ト杭の頭部に取り付けられる杭頭中詰コンクリート用型
枠であって、前記コンクリート杭の内部の空間部に挿入
され該空間部に流し込まれるコンクリートを受ける底型
枠と、前記底型枠の外周に取着され、前記コンクリート
杭の内周面に接触して底型枠の外周と前記内周面との間
の隙間を閉塞する弾性部材と、前記底型枠から上方に突
設されその上部が前記コンクリート杭の上端に係止して
該底型枠をコンクリート杭の上端から所定の深さに支持
する脚部材とを備えることを特徴とする。
In order to achieve the above-mentioned object, the present invention relates to a concrete formwork for pile-head filling concrete which is attached to the head of a hollow concrete pile driven into the ground. A bottom formwork inserted into the space inside the pile and receiving concrete poured into the space, and a bottom formwork attached to the outer periphery of the bottom formwork, contacting the inner peripheral surface of the concrete pile and the outer periphery of the bottom formwork. And an elastic member for closing the gap between the inner peripheral surface and the inner peripheral surface, the upper part of the bottom formwork protruding from the bottom formwork is locked to the upper end of the concrete pile, the bottom formwork from the upper end of the concrete pile. And a leg member that is supported at a predetermined depth.

【0005】[0005]

【実施例】以下、本発明の一実施例を添付図面に従って
説明する。図1は実施例に係る杭頭中詰コンクリート用
型枠の断面正面図、図2は同平面図、図3は使用状態の
説明図を示す。1は杭頭中詰コンクリート用型枠で、杭
頭中詰コンクリート用型枠1は、底型枠3と、脚部材5
と、弾性部材7とで構成されている。前記底型枠3はプ
レキャストコンクリート製で、円板状に形成されてい
る。前記底型枠3はPC杭11内部の円柱状空間部13
の内径よりも若干小さい外径で形成されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the accompanying drawings. FIG. 1 is a sectional front view of a pile head filling concrete form according to an embodiment, FIG. 2 is a plan view of the same, and FIG. 3 is an explanatory view of a usage state. 1 is a formwork for pile head filling concrete, 1 is a formwork for pile head filling concrete, a bottom formwork 3 and a leg member 5.
And an elastic member 7. The bottom mold 3 is made of precast concrete and has a disk shape. The bottom mold 3 is a cylindrical space 13 inside the PC pile 11.
The outer diameter is slightly smaller than the inner diameter of the.

【0006】前記弾性部材7はゴム等からなり底型枠3
の上面の外周に取着されている。この弾性部材7は、前
記底型枠3がPC杭11の内部の円柱状の空間部13に
挿入された時に、底型枠3の外周と、空間部13を画成
する内周面15との間の隙間を閉塞するためのものであ
る。
The elastic member 7 is made of rubber or the like and the bottom mold 3 is formed.
Is attached to the outer periphery of the upper surface of the. The elastic member 7 has an outer periphery of the bottom mold 3 and an inner peripheral surface 15 defining the space 13 when the bottom mold 3 is inserted into the cylindrical space 13 inside the PC pile 11. It is for closing the gap between them.

【0007】前記脚部材5はその下部が前記底型枠3に
埋め込まれて上方に所定の長さ突設され、脚部材5は実
施例では四本のなまし鉄線から構成されている。前記脚
部材5は、折り曲げる等してその上部をPC杭11の上
端17に係止し、空間部13に挿入された底型枠3をP
C杭11の上端17から所定の深さに支持するためのも
のである。
The lower portion of the leg member 5 is embedded in the bottom mold 3 and protrudes upward by a predetermined length. In the embodiment, the leg member 5 is composed of four smoothed iron wires. The leg member 5 is bent or the like so that the upper portion thereof is locked to the upper end 17 of the PC pile 11 and the bottom formwork 3 inserted into the space 13 is set to P.
It is for supporting at a predetermined depth from the upper end 17 of the C pile 11.

【0008】次に、図3を参照して杭頭中詰コンクリー
ト用型枠1を用いたコンクリート基礎工事について説明
する。PC杭11は地盤Gに打ち込まれた後、地盤G上
に露出する余分な部分が切除され、図中19はPC杭1
1の上端17から突出するPC鋼材、21は補強鉄筋を
示す。杭頭中詰コンクリート用型枠1をPC杭11の筒
部11Aに取り付けるに際しては、まず、底型枠3を空
間部13に挿入し、脚部材5の上部を折り曲げてPC杭
11の上端17に係止させ、底型枠3をPC杭11の上
端17から所定の深さに支持する。次に、底型枠3上
に、組み立てた補強鉄筋23を載置し、位置決めする。
次に、地盤G上に鉄筋等を配筋した後、地盤G上にコン
クリートCを打設し、コンクリート底版31を形成す
る。そして、この地盤G上へのコンクリートCの打設
時、底型枠3上にもコンクリートCを流し込み、PC杭
11の頭部11A内にコンクリートCを充填させ、コン
クリート底版31とPC杭11とを一体化する。
Next, the concrete foundation work using the pile head filling concrete formwork 1 will be described with reference to FIG. After the PC pile 11 is driven into the ground G, the excess portion exposed on the ground G is cut off, and 19 in the figure is the PC pile 1
PC steel material projecting from the upper end 17 of the reference numeral 1 and 21 a reinforcing bar. When mounting the pile head filling concrete formwork 1 to the tubular portion 11A of the PC pile 11, first, the bottom formwork 3 is inserted into the space portion 13, and the upper portion of the leg member 5 is bent to form the upper end 17 of the PC pile 11. And the bottom formwork 3 is supported from the upper end 17 of the PC pile 11 to a predetermined depth. Next, the assembled reinforcing bar 23 is placed and positioned on the bottom mold 3.
Next, after reinforcing bars and the like are arranged on the ground G, concrete C is placed on the ground G to form a concrete bottom slab 31. Then, at the time of placing the concrete C on the ground G, the concrete C is also poured on the bottom formwork 3 to fill the head 11A of the PC pile 11 with the concrete C, and the concrete bottom slab 31 and the PC pile 11 are Unify.

【0009】本実施例によれば、脚部材5により底型枠
3をPC杭11の頭部11Aにセットすることで、PC
杭11の頭部11A内でコンクリートCを受けることが
できるので、従来のようにPC杭11の空間部13に砂
を所定の深さまで充填させる面倒な作業を省け、簡単な
作業により、コンクリート底版31の形成時に、コンク
リート杭11の頭部11AにコンクリートCを充填させ
ることができ、コンクリート基礎工事の作業効率を高
め、コストダウンを図ることが可能となる。また、底型
枠3の外周に弾性部材7を配設したので、底型枠3から
下方へのコンクリートCの洩れが防止され、コンクリー
ト底版31とPC杭11とを一体化する上でより有利と
なる。
According to this embodiment, the bottom formwork 3 is set on the head portion 11A of the PC pile 11 by the leg member 5, so that the PC
Since the concrete C can be received in the head 11A of the pile 11, it is possible to omit the troublesome work of filling the space portion 13 of the PC pile 11 to a predetermined depth with the conventional work, and to perform the concrete bottom slab by a simple work. At the time of forming 31, the concrete head 11A of the concrete pile 11 can be filled with the concrete C, and the work efficiency of the concrete foundation work can be improved and the cost can be reduced. Further, since the elastic member 7 is disposed on the outer periphery of the bottom mold 3, leakage of the concrete C from the bottom mold 3 downward is prevented, which is more advantageous in integrating the concrete bottom slab 31 and the PC pile 11. Becomes

【0010】[0010]

【発明の効果】以上の説明で明らかなように本発明は、
地盤に打ち込まれた中空状のコンクリート杭の頭部に取
り付けられる杭頭中詰コンクリート用型枠であって、前
記コンクリート杭の内部の空間部に挿入され該空間部に
流し込まれるコンクリートを受ける底型枠と、前記底型
枠の外周に取着され、前記コンクリート杭の内周面に接
触して底型枠の外周と前記内周面との間の隙間を閉塞す
る弾性部材と、前記底型枠から上方に突設されその上部
が前記コンクリート杭の上端に係止して該底型枠をコン
クリート杭の上端から所定の深さに支持する脚部材とを
備えるので、コンクリート底版の形成時に、簡単な作業
によりコンクリート杭の頭部にコンクリートを充填させ
ることができ、また、コンクリート底版とPC杭とを確
実に一体化でき、コンクリート基礎工事の作業効率を高
め、コストダウンを図ることが可能となる。
As is apparent from the above description, the present invention is
A formwork for pile-head filling concrete that is attached to the head of a hollow concrete pile driven into the ground, and is a bottom mold that receives concrete poured into the space inside the concrete pile and poured into the space. A frame and an elastic member attached to the outer periphery of the bottom mold, contacting the inner peripheral surface of the concrete pile to close a gap between the outer periphery of the bottom mold and the inner peripheral surface, and the bottom mold. Since it is provided with a leg member that projects upward from the frame and has its upper portion locked to the upper end of the concrete pile to support the bottom formwork at a predetermined depth from the upper end of the concrete pile, when forming the concrete bottom slab, The head of concrete pile can be filled with concrete by simple work, and concrete bottom slab and PC pile can be surely integrated, improving the work efficiency of concrete foundation construction and reducing costs. It can be reduced to become.

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

【図1】杭頭中詰コンクリート用型枠の断面正面図であ
る。
FIG. 1 is a cross-sectional front view of a pile head filling concrete formwork.

【図2】杭頭中詰コンクリート用型枠の平面図である。FIG. 2 is a plan view of a formwork for pile head filling concrete.

【図3】杭頭中詰コンクリート用型枠の使用状態の説明
図である。
FIG. 3 is an explanatory view of a usage state of a concrete form for pile head filling concrete.

【符号の説明】[Explanation of symbols]

1 杭頭中詰コンクリート用型枠 3 底型枠 5 脚部材 7 弾性部材 11 PC杭 13 空間部 15 内周面 G 地盤 C コンクリート 1 Formwork for pile head filling concrete 3 Bottom formwork 5 Leg member 7 Elastic member 11 PC pile 13 Space part 15 Inner peripheral surface G Ground C Concrete

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 地盤に打ち込まれた中空状のコンクリー
ト杭の頭部に取り付けられる杭頭中詰コンクリート用型
枠であって、 前記コンクリート杭の内部の空間部に挿入され該空間部
に流し込まれるコンクリートを受ける底型枠と、 前記底型枠の外周に取着され、前記コンクリート杭の内
周面に接触して底型枠の外周と前記内周面との間の隙間
を閉塞する弾性部材と、 前記底型枠から上方に突設されその上部が前記コンクリ
ート杭の上端に係止して該底型枠をコンクリート杭の上
端から所定の深さに支持する脚部材と、 を備えることを特徴とする杭頭中詰コンクリート用型
枠。
1. A formwork for pile-head filling concrete, which is attached to the head of a hollow concrete pile driven into the ground, and is inserted into a space inside the concrete pile and poured into the space. A bottom formwork that receives concrete, and an elastic member that is attached to the outer periphery of the bottom formwork and contacts the inner peripheral surface of the concrete pile to close the gap between the outer periphery of the bottom formwork and the inner peripheral surface. And a leg member projecting upward from the bottom formwork and having its upper part locked to the upper end of the concrete pile to support the bottom formwork from the upper end of the concrete pile to a predetermined depth. A characteristic formwork for pile head filling concrete.
JP17233893A 1993-06-18 1993-06-18 Form for pile head filling concrete Pending JPH073816A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17233893A JPH073816A (en) 1993-06-18 1993-06-18 Form for pile head filling concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17233893A JPH073816A (en) 1993-06-18 1993-06-18 Form for pile head filling concrete

Publications (1)

Publication Number Publication Date
JPH073816A true JPH073816A (en) 1995-01-06

Family

ID=15940057

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17233893A Pending JPH073816A (en) 1993-06-18 1993-06-18 Form for pile head filling concrete

Country Status (1)

Country Link
JP (1) JPH073816A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004108034A (en) * 2002-09-19 2004-04-08 Okumura Corp Foundation structure, construction method and steel-pipe-mounted precast concrete pile for steel-framed building
JP2009161997A (en) * 2008-01-08 2009-07-23 Maeda Seikan Kk Structure for joining pile and footing together
JP2020148088A (en) * 2015-11-19 2020-09-17 大成建設株式会社 Joint structure of steel column and pile

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004108034A (en) * 2002-09-19 2004-04-08 Okumura Corp Foundation structure, construction method and steel-pipe-mounted precast concrete pile for steel-framed building
JP2009161997A (en) * 2008-01-08 2009-07-23 Maeda Seikan Kk Structure for joining pile and footing together
JP2020148088A (en) * 2015-11-19 2020-09-17 大成建設株式会社 Joint structure of steel column and pile

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