JPS59141634A - Connector for building and pile - Google Patents
Connector for building and pileInfo
- Publication number
- JPS59141634A JPS59141634A JP1449383A JP1449383A JPS59141634A JP S59141634 A JPS59141634 A JP S59141634A JP 1449383 A JP1449383 A JP 1449383A JP 1449383 A JP1449383 A JP 1449383A JP S59141634 A JPS59141634 A JP S59141634A
- Authority
- JP
- Japan
- Prior art keywords
- pile
- footing
- building
- reduced
- present
- 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
- E02D27/32—Foundations for special purposes
- E02D27/34—Foundations for sinking or earthquake territories
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (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)
- Foundations (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Description
【発明の詳細な説明】 本発明は建物と杭との結合装置に係るものである。[Detailed description of the invention] The present invention relates to a device for connecting a building and a pile.
従来杭（１）と建物の上部横（２）とは第１図に示すよ
うにフーチング（３）によって結合されている。図中（
４）は柱、（５）は基礎梁である。Conventionally, the pile (1) and the upper side of the building (2) are connected by a footing (3) as shown in FIG. In the figure (
4) is a column, and (5) is a foundation beam.
前記従来の基礎構造においては地震時に建物に入力する
剪断力が大であり、杭に生じろ曲げ応力が大となり、フ
ーチングの配筋が複雑になる等の問題点があった。In the conventional foundation structure, the shearing force input to the building during an earthquake is large, the bending stress generated in the piles is large, and the reinforcing arrangement of the footing becomes complicated.
本発明はこのような問題点を解決するために提案された
もので、杭頭を結合するフーチングを上下２段に分離す
るとともに、中間に減衰性を有する材料を介装してなる
ことを特徴とする建物と杭との結合装置に係るものであ
る。The present invention was proposed to solve these problems, and is characterized by separating the footing that connects the pile head into two stages, upper and lower, and interposing a damping material in the middle. This relates to a device for connecting buildings and piles.
本発明においては前記したようにフーチングを上下２段
に分離して、杭頭に結合された下段部と建物上部横に結
合された上段部との間に土、砂利等の減衰材が介装され
ているので、地盤から建物への入力が低減され、上部横
の各部材を設計する際の標準剪断力係数が低減され１部
材断面を縮減しうるものであり、また上部横が軽量化さ
れ、杭に生じる曲げ応力も低減されるので杭の本数、若
しくは断面を低減でき、更にま１こフーチングの配筋が
単純化され、鉄筋量も節減しつる等１本発明は多（の利
点を有するものである１・
以下本発明を図示の実施例について説明する。In the present invention, as described above, the footing is separated into two levels, upper and lower, and a damping material such as earth or gravel is interposed between the lower level connected to the pile cap and the upper level connected to the side of the upper part of the building. As a result, the input from the ground to the building is reduced, the standard shear force coefficient when designing each upper horizontal member is reduced, the cross section of one member can be reduced, and the upper horizontal member is lighter. Since the bending stress generated in the piles is also reduced, the number of piles or the cross section can be reduced.Furthermore, the reinforcement arrangement of the footing is simplified, and the amount of reinforcing bars can be reduced. 1. The present invention will be described below with reference to the illustrated embodiments.
杭（１１）と建物の上部横（１２１とを結合するフーチ
ングを、杭頭に結合された下段のパイルキャップ（１３
１と。The footing connecting the pile (11) and the upper side of the building (121) is connected to the lower pile cap (13) connected to the pile cap.
1 and.
上部横（１２１に結合された上段フーチング（Ｉ４）と
に公爵し、同フーチングＱ４１と前記ノミイルキャップ
（１３）との間に土、砂利、テフロンシート等の減衰性
を有する材料（Ｉ５２ヲ弁在せしめることによって、地
盤から建物への入力を低減せしめるものである。The upper footing (I4) connected to the upper side (121) is connected to the upper footing (I4), and a damping material (I52) such as soil, gravel, Teflon sheet, etc. This reduces the input from the ground to the building.
なお図中（１Ｇ）は柱、α力は基礎梁である。Note that (1G) in the figure is the column, and α force is the foundation beam.
以上本発明乞実施例について説明したが１本発明は勿論
このようンＺ実施例にだけ局限されるものでなく１本発
明の精神を逸脱しない範囲内で種々の股引の改変を゛施
しつるものである。Although the embodiments of the present invention have been described above, the present invention is of course not limited to such Z embodiments, and various modifications may be made within the scope of the spirit of the present invention. It is.
第１図は従来の建物と杭との結合装置の縦断面しく＋、
第２図は本発明に係る建物と杭との結合装置の一実施例
を示す紹゛断面図である。
（Ｉ］１−−一杭、（１２に一一上部構、（１３１−−
−パイルキャップ、（１＜＋−−−フーチング、 （１
，５１−−一減衰性を有する旧料。
代理人弁理士岡本重文
外２名
第１図
第２凶Figure 1 shows a vertical cross-section of a conventional building-pile coupling device.
FIG. 2 is a cross-sectional view showing an embodiment of the building-pile coupling device according to the present invention. (I) 1--One pile, (12 and 11 upper structures, (131--
- pile cap, (1<+---footing, (1
, 51--Old material with one damping property. Representative Patent Attorney Shigemon Okamoto and two others Figure 1 Figure 2
Claims (1)
に、中間に減衰性を有する材料を弁装してなることを特
徴とする建物と杭との結合装置。A device for connecting a building and a pile, characterized in that a footing connected to a pile head is separated into two upper and lower stages, and a damping material is inserted in the middle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1449383A JPS59141634A (en) | 1983-02-02 | 1983-02-02 | Connector for building and pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1449383A JPS59141634A (en) | 1983-02-02 | 1983-02-02 | Connector for building and pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS59141634A true JPS59141634A (en) | 1984-08-14 |
Family
ID=11862573
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1449383A Pending JPS59141634A (en) | 1983-02-02 | 1983-02-02 | Connector for building and pile |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59141634A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6241851A (en) * | 1985-08-15 | 1987-02-23 | 株式会社大林組 | Slidable moving stand for large heavy article |
| JPS62107056U (en) * | 1985-12-24 | 1987-07-08 | ||
| FR2736950A1 (en) * | 1995-07-18 | 1997-01-24 | Giordano Corinne | Earthquake resistant and noise reducing construction for the foundations of buildings in areas prone to large earthquakes - has mobile block supported by layer of special pellets and fixed base block, with lower and upper surfaces of these two blocks arranged so that mobile block can move horizontally and upwardly |
-
1983
- 1983-02-02 JP JP1449383A patent/JPS59141634A/en active Pending
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6241851A (en) * | 1985-08-15 | 1987-02-23 | 株式会社大林組 | Slidable moving stand for large heavy article |
| JPH0555666B2 (en) * | 1985-08-15 | 1993-08-17 | Obayashi Constr Co Ltd | |
| JPS62107056U (en) * | 1985-12-24 | 1987-07-08 | ||
| JPH0229169Y2 (en) * | 1985-12-24 | 1990-08-06 | ||
| FR2736950A1 (en) * | 1995-07-18 | 1997-01-24 | Giordano Corinne | Earthquake resistant and noise reducing construction for the foundations of buildings in areas prone to large earthquakes - has mobile block supported by layer of special pellets and fixed base block, with lower and upper surfaces of these two blocks arranged so that mobile block can move horizontally and upwardly |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US4343572A (en) | Apparatus and method for anchoring the rigid face of a retaining structure for an earthen formation | |
| US5271197A (en) | Earthquake resistant multi-story building | |
| JP3418726B2 (en) | High seismic performance RC pier with unbonded high strength core material | |
| JPS59141634A (en) | Connector for building and pile | |
| Hall et al. | Structural damage in Mexico city | |
| JPH11200382A (en) | Reinforcing method for existing building foundation by diagonal pile | |
| JP3300162B2 (en) | Joint structure between steel wall and reinforced concrete floor slab | |
| JP3240438B2 (en) | Seismic isolation method for seismically isolated buildings and existing buildings | |
| JPH08144284A (en) | Landslide protection wall timbering | |
| CN108729547A (en) | Reinforced concrete frame connection structure | |
| JPH083235B2 (en) | Reinforced steel frame reinforced concrete beam | |
| JPH0713366B2 (en) | Reinforcing pile for sandy ground | |
| JP2787421B2 (en) | Construction method of elevated protective fence of retaining wall and its elevated protective fence structure | |
| JPS6178923A (en) | Wall face structure for reinforced earth retaining wall | |
| JPH063029B2 (en) | Seismic retrofitting method for pile foundation structure | |
| JPH0733685B2 (en) | Brace type flexible mixed structure with seismic energy absorption function | |
| Glogau | Masonry performance in earthquakes | |
| SU681169A1 (en) | Reinforcement frame for cast-in-place wall in soil | |
| JPH0776452B2 (en) | Foundation building structure | |
| JPH06173278A (en) | Foundation structure for building structure | |
| JP3023709B2 (en) | Frame structure | |
| JPS5824576B2 (en) | structure of structure | |
| JPH09228649A (en) | Earthquake-resisting reinforcing structure of existing building | |
| JPH053354U (en) | Seismic isolation basic structure | |
| JP2001295498A (en) | Base isolation structure |