JPS5961618A - Foundation - Google Patents
FoundationInfo
- Publication number
- JPS5961618A JPS5961618A JP17075782A JP17075782A JPS5961618A JP S5961618 A JPS5961618 A JP S5961618A JP 17075782 A JP17075782 A JP 17075782A JP 17075782 A JP17075782 A JP 17075782A JP S5961618 A JPS5961618 A JP S5961618A
- Authority
- JP
- Japan
- Prior art keywords
- frame
- concrete
- head
- pile
- foundation
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
Landscapes
- Engineering & Computer Science (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)
- Structural Engineering (AREA)
- Piles And Underground Anchors (AREA)
- Foundations (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は新規な基礎詳しくは地表面より形成した凹部に
下部枠体を形成し、前記下部枠体の底板に、コンクリー
トパイルの外径より稍々大きい内径の透孔を形成し、前
記下部枠体内に前記コンクリートパイルの頭部を残存し
て前記透孔より前記コンクリートパイルを打込み、前記
下部枠体内と前記コンクリートパイルの頭部内の配筋の
上部を地表上に形成した上部枠体内に形成し、前記下部
枠体内と前記コンクリートパイルの頭部内と前記上部枠
体内とにコンクリート基礎を形成してなる基礎に関する
ものであり、地中に打込まれたコンクリートパイルの頭
部とコンクリート基礎とを強固に固着するものである。Detailed Description of the Invention The present invention provides a new foundation, in particular, a lower frame is formed in a recess formed from the ground surface, and a through hole with an inner diameter slightly larger than the outer diameter of the concrete pile is formed in the bottom plate of the lower frame. forming the concrete pile, leaving the head of the concrete pile in the lower frame, driving the concrete pile through the through hole, and raising the upper part of the reinforcement in the lower frame and the head of the concrete pile above the ground surface. This relates to a foundation formed in the formed upper frame, and a concrete foundation formed in the lower frame, the head of the concrete pile, and the upper frame, and the concrete pile is cast into the ground. The head of the concrete foundation is firmly fixed to the concrete foundation.
従来、地中に打込まれたコンクリートパイルとコンクリ
ート基礎との連結は、コンクリートパイルの頭部のコン
クリートを破壊して内部の配筋を露出し、露出した配筋
とコンクリート基礎の配筋とを結合し、コンクリートパ
イル内部に補強筋を挿入し更にコンクリートを充填して
その鉄筋を上部の基礎に固着せしめる方法がとられてい
たが、地震時の応力発生によってコンクリートパイルに
亀裂を生じコンクリート基礎の(有力が弱くなり、地震
においてコンクリート基礎と接続する部分のコンクリー
トパイルが破壊し、コンクリート基礎が沈下し、その上
部の構造物が沈下する欠点があったが、本発明者は種々
実験研究の結果、このような欠点のない本発明を得たの
である。Conventionally, in order to connect a concrete pile poured into the ground with a concrete foundation, the concrete at the head of the concrete pile is destroyed to expose the internal reinforcement, and the exposed reinforcement is connected to the reinforcement in the concrete foundation. The conventional method was to insert reinforcing bars inside the concrete piles, fill them with concrete, and fix the reinforcing bars to the upper foundation. (This had the disadvantage that the concrete pile at the part connected to the concrete foundation would be destroyed in an earthquake, and the concrete foundation would sink, causing the structure above it to sink. However, as a result of various experimental studies, the present inventor , the present invention is obtained without such drawbacks.
以下本発明の実施例を図面によって説明すると、地下室
あるいは地下梁構築のために掘られた地表面1より形成
した凹部2に厚さ0.5冨貢〜30mのコンクリート製
、鉄板製、木製等の下部枠体3を形成し、下部枠体3の
コンクリート製、鉄板製、木製等の底板4K、打込まれ
る外径300〜70011m、長さ8〜15mのコンク
リートパイル5の外径より稍々大きい内径の透孔6を底
板4の略中心に形成し、下部枠体3内妬コンクリ一トパ
イル50頭部7を残存して透孔6よシコンクリートパイ
ル5を打込み、下部枠体3内とコンクリートパイル50
頭部7内如形成した配筋8の上部を地表面1に、好まし
くは下部枠体3の横断面より大きい横断面を有する鉄板
製、木製等の上部枠体9内に形成し、下部枠体3内とコ
ンクリートパイル5の頭部7内と上部枠体9内に生コン
クリートを流し込みコンクリート基礎10を形成するも
のであり、図中11は生コンクリートの落下を防止する
止め具であり、上部枠体9はコンクリート基礎1oが硬
化後除去するものである。Hereinafter, embodiments of the present invention will be described with reference to the drawings. A recess 2 formed from the ground surface 1 dug for constructing a basement or underground beam will be filled with concrete, iron plate, wooden, etc., with a thickness of 0.5 m to 30 m. The bottom plate 4K of the lower frame 3 is made of concrete, iron plate, wood, etc., and is slightly smaller than the outer diameter of the concrete pile 5 having an outer diameter of 300 to 70011 m and a length of 8 to 15 m. A through hole 6 with a large inner diameter is formed approximately at the center of the bottom plate 4, and the concrete pile 5 is driven into the through hole 6, leaving the head 7 of the concrete pile 50 inside the lower frame 3, and then inserting the concrete pile 5 into the inside of the lower frame 3. concrete pile 50
The upper part of the reinforcement 8 formed inside the head 7 is formed on the ground surface 1 in an upper frame 9 made of iron plate, wood, etc., preferably having a cross section larger than the cross section of the lower frame 3. Fresh concrete is poured into the body 3, the head 7 of the concrete pile 5, and the upper frame 9 to form a concrete foundation 10. In the figure, reference numeral 11 is a stopper to prevent the fresh concrete from falling. The frame 9 is removed after the concrete foundation 1o has hardened.
コンクリートパイル5の頭部の外径をDlとし、四部2
の内径をD2とし、凹部2の深さをLとし、上部枠体9
の下部の内径をり、とし、上部枠体9の平均厚さをTと
すると、これらの寸法関係は次のようKなる。The outer diameter of the head of the concrete pile 5 is Dl, and the four parts 2
The inner diameter of the upper frame body 9 is set as D2, the depth of the recess 2 is set as L, and the upper frame body 9
Assuming that the inner diameter of the lower part of is , and the average thickness of the upper frame body 9 is T, the dimensional relationship between these is K as follows.
D、=300 〜700 冨I D2=2〜
3 D。D, = 300 ~ 700 Tomi I D2 = 2 ~
3D.
D3=1〜aDt L=1〜3D。D3=1~aDt L=1~3D.
’[’==1〜5D。'['==1~5D.
本発明は地表面1よシ形成した凹部2に下部枠体3を形
成し、前記下部枠体3の底板4に、コンクリートパイル
5の外径より稍々大きい内径の透孔6を形成し、前記下
部枠体3内にコンクリートパイル5の頭部7を残存して
前記透孔6よりコンクリートパイル5を打込み、前記下
部枠体3内と前記コンクリートパイル5の頭部7内の配
筋8の上部を地表面1に形成した上部枠体9内に形成し
、前記下部枠体3内と前記コンクリートパイル5の頭部
7内と前記上部枠体9内とにコンクリート基礎10を形
成したものであり、底板4の透孔6によってコンクリー
トパイル5を所定の位置に打込み得ると共に、地中に打
込まれたコンクリートパイル5の強度の低下していない
頭部7とコンクリート基礎1oとを強固に固着し、地震
に対して強力なる抗力を有する本のである。In the present invention, a lower frame 3 is formed in a recess 2 formed above the ground surface 1, and a through hole 6 having an inner diameter slightly larger than the outer diameter of the concrete pile 5 is formed in the bottom plate 4 of the lower frame 3. The head 7 of the concrete pile 5 remains in the lower frame 3 and the concrete pile 5 is driven through the through hole 6, and the reinforcement 8 in the lower frame 3 and the head 7 of the concrete pile 5 is The upper part is formed in an upper frame 9 formed on the ground surface 1, and a concrete foundation 10 is formed in the lower frame 3, the head 7 of the concrete pile 5, and the upper frame 9. The concrete pile 5 can be driven into a predetermined position through the through hole 6 of the bottom plate 4, and the concrete foundation 1o can be firmly fixed to the head 7 of the concrete pile 5, which is driven into the ground, so that its strength does not decrease. However, it is a book that has a strong resistance against earthquakes.
第1図はコンクリートパイルの打込み前の要部の断面図
、第2図はコンクリートパイルの打込み後の要部の断面
図である。
l・・・地表面、 2・・・凹部、 3・・・下部
枠体、4・・・底板、 5・・・コンクリートパイル
、 6・・・透孔、 7・・・頭部、 8・・・
配筋、 9・−・上部枠体、 10・・・コンクリー
ト基礎7−
冨11
第λ図FIG. 1 is a sectional view of the main part of the concrete pile before it is placed, and FIG. 2 is a sectional view of the main part of the concrete pile after it is placed. l...Ground surface, 2...Concavity, 3...Lower frame, 4...Bottom plate, 5...Concrete pile, 6...Through hole, 7...Head, 8...・・・
Reinforcement, 9... Upper frame, 10... Concrete foundation 7-Fuji 11 Figure λ
Claims (1)
枠体の底板に、コンクリートパイルの外径よシ稍々大き
い内径の透孔を形成し、前記下部枠体内にコンクリート
パイルの頭部を残存して前記透孔より前記コンクリート
パイルを打込み、前記下部枠体内と前記コンクリートパ
イルの頭部内の配筋の上部を地表面に形成した上部枠体
内に形成し、前記下部枠体内と前記コンクリートパイル
の頭部内と前記上部枠体内とにコンクリート基礎を形成
することを特徴とする基礎。A lower frame is formed in a recess formed above the ground surface, a through hole with an inner diameter slightly larger than the outer diameter of the concrete pile is formed in the bottom plate of the lower frame, and the head of the concrete pile is formed in the lower frame. The concrete pile is driven through the through hole with a portion remaining, and the upper part of the reinforcement in the lower frame and the head of the concrete pile is formed in the upper frame formed on the ground surface. A foundation characterized in that a concrete foundation is formed within the head of the concrete pile and within the upper frame.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17075782A JPS5961618A (en) | 1982-09-29 | 1982-09-29 | Foundation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17075782A JPS5961618A (en) | 1982-09-29 | 1982-09-29 | Foundation |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS5961618A true JPS5961618A (en) | 1984-04-07 |
Family
ID=15910815
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP17075782A Pending JPS5961618A (en) | 1982-09-29 | 1982-09-29 | Foundation |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5961618A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006037491A (en) * | 2004-07-27 | 2006-02-09 | Jfe Steel Kk | Expanded head pile and construction method of expanded head pile |
JP2009019362A (en) * | 2007-07-10 | 2009-01-29 | Shimizu Corp | Structure for joining pile and column |
-
1982
- 1982-09-29 JP JP17075782A patent/JPS5961618A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006037491A (en) * | 2004-07-27 | 2006-02-09 | Jfe Steel Kk | Expanded head pile and construction method of expanded head pile |
JP4645091B2 (en) * | 2004-07-27 | 2011-03-09 | Jfeスチール株式会社 | Expanded pile and construction method of the expanded pile |
JP2009019362A (en) * | 2007-07-10 | 2009-01-29 | Shimizu Corp | Structure for joining pile and column |
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