JP2008196174A - Bag body stuffed with compressed waste tire chips - Google Patents

Bag body stuffed with compressed waste tire chips Download PDF

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JP2008196174A
JP2008196174A JP2007031453A JP2007031453A JP2008196174A JP 2008196174 A JP2008196174 A JP 2008196174A JP 2007031453 A JP2007031453 A JP 2007031453A JP 2007031453 A JP2007031453 A JP 2007031453A JP 2008196174 A JP2008196174 A JP 2008196174A
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waste tire
bag body
tire chip
foundation
ground
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Masayasu Mifuji
美藤雅康
Machiko Mifuji
美藤町子
Tomoyo Kitamura
北村知世
Naotsugu Yokohata
横畑直世
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a base isolation structure using a bag body 1 stuffed with compressed waste tire chips. <P>SOLUTION: This base isolation structure uses the bag body 1 stuffed with waste tire chips 5 holding predetermined thickness and size and formed by compressing the bag body stuffed with waste tire chips 5. The whole surface of a foundation constructed on the ground on which a construction constituted by arranging a plurality of the bag bodies 1 stuffed with waste tire chips and separated tire chips 14 at a single step or a plurality of steps in parallel is formed as an elastic layer. The construction is insulated from the ground. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、構築物の基礎に係わり、更に詳しくは地盤から構築物を絶縁することを可能にする、廃タイヤチップ詰め袋体を用いた構築物の免震構造に関する。   The present invention relates to a foundation of a structure, and more particularly, to a seismic isolation structure for a structure using a waste tire chip-packed bag body that enables the structure to be insulated from the ground.

従来の免震構造は構築物が基盤上で滑動する工法や部分的な免震部を配置して構築された免震構造が考案され構築されている、他方廃タイヤを用いた構造物用基礎(特許文献1参照)がある。 The conventional seismic isolation structure is based on a construction method in which the structure slides on the base and a seismic isolation structure constructed by placing partial seismic isolation parts. On the other hand, a structural foundation using waste tires ( Patent Document 1).

特許公開2004−353179Patent Publication 2004-353179

従来の免震構造では次の問題があった。
積層ゴムやボールベアリング等で部分的に上部構築物を支える構造の免震構造はそれを支える頑丈なコンクリートの基盤等が必要であり、軟弱な地盤においては上部構築物の荷重以上に多大な荷重を地盤に与えることになる。
特殊な免震装置が必要であり、さらに、それを取付けるための専用ベースを必要とすることから、施工コストが高くなるという不具合を生じる。
The conventional seismic isolation structure has the following problems.
The seismic isolation structure that partially supports the upper structure with laminated rubber or ball bearings requires a solid concrete base that supports it. In soft ground, the ground is subject to a greater load than the upper structure. Will be given to.
Since a special seismic isolation device is required and a dedicated base for mounting it is required, there is a problem that the construction cost becomes high.

他方廃タイヤを用いた構造物用基礎は資材コストを下げることは可能であるが、廃タイヤの中空部に充填材を詰め込むなど施工コストが高くなるという不具合を生じる。 On the other hand, the structural foundation using the waste tire can reduce the material cost, but there is a problem that the construction cost becomes high, such as filling the hollow portion of the waste tire with a filler.

本発明は、前記の課題に鑑み、廃タイヤチップ詰め袋体の利用によって、資材コストと施工コストを下げると共に、地盤に対する受圧面積が大きくとれて不等沈下を回避する免震構造を提供するものである。 In view of the above-described problems, the present invention provides a seismic isolation structure that reduces the material cost and construction cost by using a waste tire chip-packed bag body, and also avoids uneven settlement by taking a large pressure receiving area with respect to the ground. It is.

前記の課題を解決するため、本発明に係る免震構造は、構築物の鉛直力を支持し、かつ水平剛性を小さくするアイソレータとしての機能をもたせた廃タイヤチップを詰めた袋体を用いて、地震エネルギーを軽減させることを特徴とする。   In order to solve the above-mentioned problem, the seismic isolation structure according to the present invention uses a bag body filled with waste tire chips having a function as an isolator that supports the vertical force of the structure and reduces the horizontal rigidity. It is characterized by reducing earthquake energy.

請求項2に係る、廃タイヤチップを詰めた袋体を、圧縮して所定の厚みと大きさを保持するためミシン糸で縫い固めることを特徴とする。 A bag body filled with waste tire chips according to claim 2 is compressed and sewn with a sewing thread to maintain a predetermined thickness and size.

請求項3に係る、廃タイヤチップを詰めた袋体を、圧縮して所定の厚みと大きさを保持するため、ピン部材を用いて適切な間隔に絞り固定することを特徴とする。 According to a third aspect of the present invention, a bag body filled with waste tire chips is compressed and held at an appropriate interval using a pin member in order to compress and maintain a predetermined thickness and size.

請求項4に係る、構築物が構築される地盤に設けられる基礎であって、単一の又は複数段に積み重ねられたことを特徴とする。 The foundation according to claim 4 is provided on the ground on which the structure is constructed, and is characterized by being stacked in a single or a plurality of stages.

請求項5に係る、構築物が構築される地盤に設けられる基礎であって、単一の又は複数段で複数並置してなることを特徴とする。 The foundation according to claim 5 is provided on the ground on which the structure is constructed, and is characterized by being arranged in a single or a plurality of stages in parallel.

請求項6に係る、構築物が構築される杭地形コンクリート又はコンクリート盤の上に設けられる基礎であって、単一の又は複数段で複数並置してなることを特徴とする。 It is the foundation provided on the pile topography concrete or concrete board by which the structure is constructed | assembled based on Claim 6, Comprising: It is arranged in multiple numbers by single or multiple steps | paragraphs, It is characterized by the above-mentioned.

請求項7に係る、構築物が構築される地盤に設けられる基礎であって、単一の又は複数段で複数並置してなる構築物の基礎全面でなすことを特徴とする。 The foundation according to claim 7, which is provided on the ground on which the structure is constructed, and is formed on the entire surface of the foundation formed by juxtaposing a plurality of single or multiple stages.

請求項8に係る、廃タイヤチップ詰め袋体が複数段に積み重ねられ、擁壁の裏型枠兼栗石として利用されることを特徴とする。 The waste tire chip stuffing bag bodies according to claim 8 are stacked in a plurality of stages, and are used as a back mold frame and a chestnut of a retaining wall.

請求項9に係る、構築物が構築される地盤に設けられる基礎であって、廃タイヤチップ詰め袋体とばらのタイヤチップを用いて、単一の又は複数段で複数並置してなる構築物の基礎全面を弾性層とし、地盤から構築物を絶縁することを特徴とする。 A foundation of a structure according to claim 9, which is provided on a ground on which a structure is constructed, and is formed by juxtaposing a plurality of single tires or a plurality of stages using waste tire chip stuffing bags and loose tire chips. The whole surface is an elastic layer, and the structure is insulated from the ground.

請求項10に係る、前記、敷き詰められた廃タイヤチップ詰め袋体とばらのタイヤチップにベタ基礎コンクリートを侵入させないための防水シートを張りつめることを特徴とする。 According to a tenth aspect of the present invention, a waterproof sheet is provided to prevent the solid basic concrete from entering the waste tire chip-packed bag body and the loose tire chips.

本発明によれば、廃タイヤチップを袋詰めすることで、圧縮することが容易になり、圧縮して固定することで構築物の免震構造材となる。 According to the present invention, it becomes easy to compress waste bag chips by bagging, and a seismic isolation material for a structure by compressing and fixing.

本発明は、廃タイヤチップ詰め袋体を用いて地盤から構築物を絶縁することで、道路を走る車の振動や振動音が低減できるとともに、地震による垂直水平の地震エネルギーを低減する構築物の免震構造となる。また、断熱、防湿も期待できる。 The present invention uses a waste tire chip stuffing bag body to insulate a structure from the ground, thereby reducing vibration and vibration noise of a car traveling on the road, and reducing the vertical and horizontal seismic energy caused by the earthquake. It becomes a structure. In addition, heat insulation and moisture resistance can be expected.

他方廃タイヤチップ詰め袋体を積み重ねることで、擁壁の裏型枠兼栗石として利用した、廃タイヤチップ詰め袋体を用いた擁壁の構築ができる。また、道路などの舗装下地などとして幅広い需要が見込める。 On the other hand, it is possible to construct a retaining wall using the waste tire chip-packed bag body, which is used as a back form frame and chestnut for the retaining wall, by stacking the waste tire chip-packed bag bodies. In addition, a wide range of demand is expected for paving grounds such as roads.

本発明は、処分が困難とされていた、廃タイヤをチップにし、弾性骨材として利用した、圧縮された廃タイヤチップ詰め袋体を用いて地盤から構築物を絶縁することで、構造が簡潔でコストアップを伴うことなく構築物の免震構造の構築ができる。また、特殊な免震装置を必要としないことから、従来の免震構造と比べて、短工期、低コストの構造となるとともに自然環境に優しい産業廃棄物の処理ができる。 The present invention uses a compressed waste tire chip stuffing bag body made of waste tire as a chip and used as an elastic aggregate, which has been considered difficult to dispose of, and the structure is simplified from the ground. It is possible to construct a seismic isolation structure for a structure without increasing costs. In addition, since a special seismic isolation device is not required, it has a shorter construction period and a lower cost structure than conventional seismic isolation structures, and can handle industrial waste that is friendly to the natural environment.

以下、本発明の実施の形態を図面に基づき詳細に説明する。 Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

図1〜図6は本発明の実施の形態を示したものであり、図1は廃タイヤチップ詰め袋体を用いた免震構造の地中梁付ベタ基礎の実施例を示す断面図、図2は杭地形の上に構築した廃タイヤチップ詰め袋体を用いた免震構造の地中梁付ベタ基礎の実施例を示す断面図、図3は廃タイヤチップ詰め袋体を用いた免震構造のベタ基礎の実施例を示す断面図、図4は廃タイヤチップ詰め袋体を用いた擁壁の上部横断面の実施図、図5は廃タイヤチップ詰め袋体を用いた擁壁の下部横断面の実施図、図6は廃タイヤチップ詰め袋体を用いた擁壁の実施例を示す縦断面図。図7は所定厚保持のミシン縫いされた廃タイヤチップ詰め袋体の断面図、図8は所定厚保持のミシン縫いされた廃タイヤチップ詰め袋体の平面図、図9は所定厚保持のピン固定された廃タイヤチップ詰め袋体の断面図、図10は所定厚保持のピン固定された廃タイヤチップ詰め袋体の平面図である。 1 to 6 show an embodiment of the present invention, and FIG. 1 is a cross-sectional view showing an embodiment of a solid foundation with an underground beam having a seismic isolation structure using a waste tire chip stuffing bag body. 2 is a cross-sectional view showing an example of a solid foundation with an underground beam using a waste tire chip stuffing bag constructed on pile topography, and Fig. 3 is a seismic isolation using a waste tire chip stuffing bag FIG. 4 is a cross-sectional view showing an embodiment of a solid foundation of the structure, FIG. 4 is a cross-sectional view of an upper cross section of a retaining wall using a waste tire chip stuffing bag body, and FIG. 5 is a lower portion of a retaining wall using a waste tire chip stuffing bag body FIG. 6 is a longitudinal sectional view showing an embodiment of a retaining wall using a waste tire chip stuffing bag body. 7 is a cross-sectional view of a waste tire chip stuffing bag body sewn with a predetermined thickness, FIG. 8 is a plan view of a waste tire chip stuffing bag body sewn with a predetermined thickness, and FIG. 9 is a pin with a predetermined thickness retention. FIG. 10 is a cross-sectional view of the fixed waste tire chip stuffing bag body, and FIG. 10 is a plan view of the waste tire chip stuffing bag body fixed with a pin having a predetermined thickness.

以下、本発明の実施の形態を説明する。図1は廃タイヤチップ詰め袋体1を用いた免震構造の地中梁付ベタ基礎の実施例を示す断面図で、廃タイヤチップ詰め袋体1を地盤上に複数並置し、その隙間にばらのタイヤチップ14を詰め込み、防水シート15を張りつめてベタ基礎コンクリート9を打設する。以上のごとく、廃タイヤチップ詰め袋体1を用いた地盤から構築物を絶縁した地中梁付ベタ基礎の実施図である。 Embodiments of the present invention will be described below. FIG. 1 is a cross-sectional view showing an example of a solid foundation with an underground beam having a seismic isolation structure using a waste tire chip stuffing bag body 1, in which a plurality of waste tire chip stuffing bag bodies 1 are juxtaposed on the ground, The solid tire concrete 14 is packed, the waterproof sheet 15 is stretched, and the solid foundation concrete 9 is placed. As mentioned above, it is an implementation figure of the solid foundation with underground beam which insulated the structure from the ground using the waste tire chip stuffing bag body 1.

図2は杭地形の上に構築した廃タイヤチップ詰め袋体を用いた免震構造の地中梁付ベタ基礎の実施例を示す断面図で、杭地形の上に廃タイヤチップ詰め袋体1を複数併置し、その隙間にばらのタイヤチップ14を詰め込み、防水シート15を張りつめてベタ基礎コンクリート9を打設する。以上のごとく、廃タイヤチップ詰め袋体1を用いた地盤から構築物を絶縁した地中梁付ベタ基礎の実施図である。 FIG. 2 is a cross-sectional view showing an embodiment of a solid foundation with an underground beam having a seismic isolation structure using a waste tire chip stuffing bag body constructed on a pile terrain. A plurality of tire chips 14 are juxtaposed, loose tire chips 14 are packed in the gaps, and a waterproof sheet 15 is stretched and a solid foundation concrete 9 is placed. As mentioned above, it is an implementation figure of the solid foundation with underground beam which insulated the structure from the ground using the waste tire chip stuffing bag body 1.

図3は廃タイヤチップ詰め袋体を用いた免震構造のベタ基礎の実施例を示す断面図で、 廃タイヤチップ詰め袋体1を地盤上に複数並置し、その隙間にばらのタイヤチップ14を詰め込み、防水シート15を張りつめてベタ基礎コンクリート9を打設する。以上のごとく、廃タイヤチップ詰め袋体1を用いた地盤から構築物を絶縁した木造用布基礎を有しているベタ基礎で土台下材17、土台18、アンカーボルト19の取り付け状況を示した実施図である。 FIG. 3 is a cross-sectional view showing an example of a solid foundation having a seismic isolation structure using a waste tire chip stuffing bag body. A plurality of waste tire chip stuffing bag bodies 1 are juxtaposed on the ground, and tire chips 14 separated in the gap are arranged. And the solid sheet concrete 9 is placed by tightening the waterproof sheet 15. As mentioned above, the implementation which showed the attachment condition of the foundation | underlay material 17, the foundation 18, and the anchor bolt 19 with the solid foundation which has the wooden cloth foundation which insulated the structure from the ground using the waste tire chip packing bag body 1 FIG.

図4は廃タイヤチップ詰め袋体を用いた擁壁の上部横断面の実施図で、廃タイヤチップ詰め袋体1を控壁補強コンクリート12が設けられる形状に複数並置し複数段に積み重ねられ、擁壁の裏型枠兼栗石として利用して擁壁を構築する、その上部横断面の実施図である。 FIG. 4 is an embodiment of an upper cross section of a retaining wall using a waste tire chip stuffing bag body, a plurality of waste tire chip stuffing bag bodies 1 are juxtaposed in a shape in which a retaining wall reinforcing concrete 12 is provided, and stacked in a plurality of stages. It is the implementation figure of the upper cross section which constructs a retaining wall using it as a back formwork and chestnut of a retaining wall.

図5は廃タイヤチップ詰め袋体を用いた擁壁の下部横断面の実施図で、廃タイヤチップ詰め袋体1を控壁補強コンクリート12が設けられる形状に複数並置し複数段に積み重ねられ、擁壁の裏型枠兼栗石として利用して擁壁を構築する、その下部横断面の実施図である。 FIG. 5 is an embodiment of a lower cross section of a retaining wall using a waste tire chip stuffing bag body, a plurality of waste tire chip stuffing bag bodies 1 are juxtaposed in a shape in which a retaining wall reinforcing concrete 12 is provided, and stacked in a plurality of stages. It is the implementation figure of the lower cross section which constructs a retaining wall using it as a back formwork and chestnut of a retaining wall.

図6は廃タイヤチップ詰め袋体を用いた擁壁の実施例を示す縦断面図で、ベースコンクリート上に廃タイヤチップ詰め袋体1を控壁補強コンクリート12が設けられる形状に複数並置し複数段に積み重ねられ、擁壁の裏型枠兼栗石として利用して擁壁を構築する、その縦断面の実施図である。 FIG. 6 is a longitudinal sectional view showing an embodiment of a retaining wall using a waste tire chip stuffing bag body. A plurality of waste tire chip stuffing bag bodies 1 are juxtaposed in a shape in which a retaining wall reinforcing concrete 12 is provided on a base concrete. It is the implementation figure of the longitudinal section which is piled up in a step and constructs a retaining wall using it as a back formwork and chestnut of a retaining wall.

図7は所定厚保持のミシン縫いされた廃タイヤチップ詰め袋体の断面図は、廃タイヤチップ5を詰めた袋体4を、圧縮して所定の厚みと大きさを保持するためミシン糸6で縫い固めて製作する、ミシン縫いされた廃タイヤチップ詰め袋体2。 FIG. 7 is a cross-sectional view of a waste tire chip stuffing bag body that has been sewn with a predetermined thickness. The sewing thread 6 is used to compress the bag body 4 stuffed with the waste tire chip 5 to maintain a predetermined thickness and size. A waste tire chip stuffing bag body 2 that is sewn with a sewing machine.

図8は所定厚保持のミシン縫いされた廃タイヤチップ詰め袋体の平面図で、そのミシン縫いされた廃タイヤチップ詰め袋体2の平面姿図である。 FIG. 8 is a plan view of a waste tire chip stuffing bag body 2 that has been sewn with a predetermined thickness, and is a plan view of the waste tire chip stuffing bag body 2 that has been sewn.

図9は所定厚保持のピン固定された廃タイヤチップ詰め袋体の断面図で、廃タイヤチップ5を詰めた袋体4を、圧縮して所定の厚みと大きさを保持するため、ピン部材8を用いて適切な間隔に絞り固定して製作する、ピン固定された廃タイヤチップ詰め袋体3。 FIG. 9 is a cross-sectional view of a waste tire chip stuffing bag body fixed with a pin having a predetermined thickness, and a pin member for compressing the bag body 4 stuffed with the waste tire chip 5 to maintain a predetermined thickness and size. 8 is a pin-fixed waste tire chip stuffing bag body 3 which is manufactured by being drawn and fixed at an appropriate interval.

図10は所定厚保持のピン固定された廃タイヤチップ詰め袋体の平面図で、そのピン固定された廃タイヤチップ詰め袋体3の平面姿図である。 FIG. 10 is a plan view of a waste tire chip stuffing bag body fixed with pins having a predetermined thickness, and a plan view of the waste tire chip stuffing bag body 3 fixed with pins.

以上、本発明は廃タイヤをチップにし、弾性骨材として利用した廃タイヤチップ詰め袋体1の実施の形態を説明したが、本発明の範囲はこれに限定されるものではない。例えば、寸法、形状は自由に選定、製作できるものであり、廃タイヤチップ5を結合材で一体成型したものなど状況に応じて適宜選択されるものである。   As mentioned above, although this invention demonstrated the embodiment of the waste tire chip packing bag body 1 which used a waste tire as a chip | tip and was utilized as an elastic aggregate, the scope of the present invention is not limited to this. For example, the dimensions and shape can be freely selected and manufactured, and can be appropriately selected according to the situation, such as a waste tire chip 5 integrally formed with a binder.

廃タイヤチップ詰め袋体を用いた免震構造の地中梁付ベタ基礎の実施例を示す断面図である。It is sectional drawing which shows the Example of the solid foundation with an underground beam of a base isolation structure using the waste tire chip packing bag body. 杭地形の上に構築した廃タイヤチップ詰め袋体を用いた免震構造の地中梁付ベタ基礎の実施例を示す断面図である。It is sectional drawing which shows the Example of the solid foundation with an underground beam of a base isolation structure using the waste tire chip packing bag body constructed | assembled on the pile topography. 廃タイヤチップ詰め袋体を用いた免震構造のベタ基礎の実施例を示す断面図である。It is sectional drawing which shows the Example of the solid foundation of a seismic isolation structure using a waste tire chip packing bag body. 廃タイヤチップ詰め袋体を用いた擁壁の上部横断面の実施図である。It is the implementation figure of the upper cross section of the retaining wall using a waste tire chip packing bag body. 廃タイヤチップ詰め袋体を用いた擁壁の下部横断面の実施図である。It is the implementation figure of the lower cross section of the retaining wall using a waste tire chip packing bag body. 廃タイヤチップ詰め袋体を用いた擁壁の実施例を示す縦断面図である。It is a longitudinal section showing an example of a retaining wall using a waste tire chip packing bag body. 所定厚保持のミシン縫いされた廃タイヤチップ詰め袋体の断面図である。It is sectional drawing of the waste tire chip stuffing bag body sewn by the sewing machine of predetermined thickness maintenance. 所定厚保持のミシン縫いされた廃タイヤチップ詰め袋体の平面図である。It is a top view of the waste tire chip packing bag body by which the sewing machine of predetermined thickness maintenance was sewn. 所定厚保持のピン固定された廃タイヤチップ詰め袋体の断面図である。It is sectional drawing of the waste tire chip packing bag body by which pin fixation of predetermined thickness holding was carried out. 所定厚保持のピン固定された廃タイヤチップ詰め袋体の平面図である。It is a top view of the waste tire chip packing bag body by which pin fixation of predetermined thickness holding was carried out.

符号の説明Explanation of symbols

廃タイヤチップ詰め袋体
ミシン縫いされた廃タイヤチップ詰め袋体
ピン固定された廃タイヤチップ詰め袋体
袋体
廃タイヤチップ
ミシン糸
縫い目
ピン部材
ベタ基礎コンクリート
下部擁壁コンクリート
上部擁壁コンクリート
控壁補強コンクリート
水抜きパイプ
ばらのタイヤチップ
防水シート
埋め戻し土
土台下材
土台
アンカーボルト
Waste tire chip stuffing bag body machine sewn waste tire chip stuffing bag body pin fixed waste tire chip stuffing bag body bag body waste tire chip sewing thread thread seam pin member solid foundation concrete lower retaining wall concrete upper retaining wall concrete retaining wall reinforcement Concrete drainage pipe rose tire chip tarpaulin backfill foundation underlayment foundation anchor bolt

Claims (10)

構築物の鉛直力を支持し、かつ水平剛性を小さくするアイソレータとしての機能をもたせた廃タイヤチップを詰めた袋体を用いて、地震エネルギーを軽減させることを特徴とする、構築物の免震構造。 A seismic isolation structure for a structure, characterized by reducing seismic energy using a bag filled with waste tire chips that support the vertical force of the structure and function as an isolator that reduces horizontal rigidity. 廃タイヤチップを詰めた袋体を、圧縮して所定の厚みと大きさを保持するためミシン糸で縫い固めることを特徴とする、ミシン縫いされた廃タイヤチップ詰め袋体(廃タイヤチップ詰め袋体)。 A bag body filled with waste tire chips, which is compressed and sewn with sewing thread to maintain a predetermined thickness and size by compressing the bag body (waste tire chip bag) body). 廃タイヤチップを詰めた袋体を、圧縮して所定の厚みと大きさを保持するため、ピン部材を用いて適切な間隔に絞り固定することを特徴とする、ピン固定された廃タイヤチップ詰め袋体(廃タイヤチップ詰め袋体)。 Pinned waste tire chip stuffing, characterized in that a bag body filled with waste tire chips is compressed and held at appropriate intervals using pin members in order to compress and maintain a predetermined thickness and size. Bag (waste tire chip bag). 構築物が構築される地盤に設けられる基礎であって、単一の又は複数段に積み重ねられたことを特徴とする、廃タイヤチップ詰め袋体を用いた免震構造の基礎。 A base for a base-isolated structure using a waste tire chip stuffing bag body, which is a foundation provided on a ground on which a structure is built, and is stacked in a single or a plurality of stages. 構築物が構築される地盤に設けられる基礎であって、単一の又は複数段で複数並置してなることを特徴とする、廃タイヤチップ詰め袋体を用いた免震構造の基礎。 A foundation for a base-isolated structure using a waste tire chip stuffing bag body, which is a foundation provided on a ground on which a structure is constructed, and is arranged in a single or a plurality of stages. 構築物が構築される杭地形コンクリート又はコンクリート盤の上に設けられる基礎であって、単一の又は複数段で複数並置してなることを特徴とする、廃タイヤチップ詰め袋体を用いた免震構造の基礎。 Seismic isolation using waste tire chip-packed bags, which is a foundation provided on pile terrain concrete or concrete board on which the structure is constructed, and is arranged in parallel in a single or multiple steps The foundation of the structure. 構築物が構築される地盤に設けられる基礎であって、単一の又は複数段で複数並置してなる構築物の基礎全面でなす廃タイヤチップ詰め袋体を用いた免震構造。 A seismic isolation structure using a waste tire chip stuffing bag body that is a foundation provided on the ground on which the structure is constructed, and is formed on the entire foundation surface of the structure that is arranged in a single or a plurality of stages. 廃タイヤチップ詰め袋体を複数並置し複数段に積み重ねられ、擁壁の裏型枠兼栗石として利用されることを特徴とする、廃タイヤチップ詰め袋体を用いた擁壁の構築工法。 A construction method of a retaining wall using a waste tire chip stuffing bag body, wherein a plurality of waste tire chip stuffing bag bodies are juxtaposed and stacked in a plurality of stages and used as a back formwork and chestnut stone of a retaining wall. 構築物が構築される地盤に設けられる基礎であって、廃タイヤチップ詰め袋体とばらのタイヤチップを用いて、単一の又は複数段で複数並置してなる構築物の基礎全面を弾性層とし、地盤から構築物を絶縁することを特徴とする、廃タイヤチップ詰め袋体を用いた構築物用基礎工法。 A foundation provided on the ground on which the structure is constructed, using a waste tire chip stuffing bag body and loose tire chips, and the entire foundation surface of the structure formed by juxtaposing a plurality of single or multiple stages as an elastic layer, A basic construction method for a structure using a waste tire chip-packed bag body, wherein the structure is insulated from the ground. 前記、敷き詰められた廃タイヤチップ詰め袋体とばらのタイヤチップにベタ基礎コンクリートを侵入させないための防水シートを張りつめることを特徴とする、廃タイヤチップ詰め袋体を用いた構築物用基礎工法。 A basic construction method for a structure using a waste tire chip stuffing bag body, characterized in that a waterproof sheet for preventing solid basic concrete from entering the above-laid waste tire chip stuffing bag body and loose tire chips is stretched.
JP2007031453A 2007-02-13 2007-02-13 Bag body stuffed with compressed waste tire chips Pending JP2008196174A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011157775A (en) * 2010-02-03 2011-08-18 Kazuhiro Hamaguchi Base isolating foundation structure for building
JP2013091946A (en) * 2011-10-25 2013-05-16 Hayashi Bussan Hatsumei Kenkyusho:Kk Simple base-isolating construction method for building reducing seismic ground motion
JP2013234425A (en) * 2012-05-02 2013-11-21 Hayashi Bussan Hatsumei Kenkyusho:Kk Method for base isolation of building

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011157775A (en) * 2010-02-03 2011-08-18 Kazuhiro Hamaguchi Base isolating foundation structure for building
JP2013091946A (en) * 2011-10-25 2013-05-16 Hayashi Bussan Hatsumei Kenkyusho:Kk Simple base-isolating construction method for building reducing seismic ground motion
JP2013234425A (en) * 2012-05-02 2013-11-21 Hayashi Bussan Hatsumei Kenkyusho:Kk Method for base isolation of building

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