JP2001317039A - Reinforcing member of improved column body and manufacturing method of improved column body - Google Patents
Reinforcing member of improved column body and manufacturing method of improved column bodyInfo
- Publication number
- JP2001317039A JP2001317039A JP2000135498A JP2000135498A JP2001317039A JP 2001317039 A JP2001317039 A JP 2001317039A JP 2000135498 A JP2000135498 A JP 2000135498A JP 2000135498 A JP2000135498 A JP 2000135498A JP 2001317039 A JP2001317039 A JP 2001317039A
- Authority
- JP
- Japan
- Prior art keywords
- improved
- column
- reinforcing member
- improved column
- 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
Links
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、地盤の支持力を高
めるための改良柱体に用いる補強部材に関するものであ
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforcing member used for an improved column for increasing the ground support force.
【0002】[0002]
【従来の技術】一般に、軟弱な地盤上に住宅等を建築す
る場合には、地盤中に、図11(a)に示すような、セメ
ント等の固化材スラリーと土砂とを混合して固めた改良
柱体1を複数造設して地盤の支持力を向上させる地盤改
良工法が施工される。また、前記改良柱体1の一本当た
りの支持力を向上させるために、図11(b)に示すよう
に、改良柱体に、その胴部13より外径が大きな節部1
4を複数設けた節付き改良柱体1aを造設する地盤改良
工法もある。2. Description of the Related Art Generally, when a house or the like is constructed on soft ground, a solidified material slurry such as cement and earth and sand are mixed and hardened in the ground as shown in FIG. 11 (a). A ground improvement method for improving the bearing capacity of the ground by constructing a plurality of improved pillars 1 is performed. As shown in FIG. 11 (b), in order to improve the supporting force per one piece of the improved pillar 1, the improved pillar has a joint 1 having a larger outer diameter than the body 13 thereof.
There is also a ground improvement method for constructing an improved columnar body 1a provided with a plurality of joints 4.
【0003】前記節付き改良柱体1aは、節部14が胴
部13から突出している分だけ、通常の改良柱体1より
地盤との摩擦力が増大し、支持力が増す。このため、造
設すべき改良柱体の本数を少なくしたり、改良柱体の長
さを短くすることができる。[0003] The improved columnar member 1a has a greater frictional force with the ground than the ordinary improved columnar member 1 and an increased supporting force, as much as the node portion 14 protrudes from the body portion 13. For this reason, the number of the improved pillars to be constructed can be reduced, and the length of the improved pillars can be shortened.
【0004】図12は、布基礎2に対する改良柱体1の
配置を説明するための平面図であり、図において、布基
礎2上の斜線を施した円は、改良柱体1を造設すべき位
置を示している。図に示すように、改良柱体1は、布基
礎2の直下に、直列上にバランスよく配置されて、住宅
の自重等の荷重を支持する。FIG. 12 is a plan view for explaining the arrangement of the improved column 1 with respect to the cloth foundation 2. In the figure, a hatched circle on the cloth foundation 2 forms the improved column 1. The position to be indicated. As shown in the figure, the improved pillars 1 are arranged in a well-balanced manner directly under the cloth foundation 2 and support loads such as the own weight of the house.
【0005】[0005]
【発明が解決しようとする課題】しかし、改良柱体1の
上端部は、住宅の自重、地震、積雪等による鉛直荷重を
受けて圧縮されることより、又は、セメント等の固化材
の劣化により、その上端部の周縁近傍に割れや欠けが生
ずることがある。このような割れや欠けは、改良柱体が
本来発揮すべき支持力を低下させる原因となり得る。本
発明は、前記の点に鑑みてなされたものであり、改良柱
体の上端部の周縁近傍に生ずる割れや欠けを防ぐ手段を
提供することを目的とする。However, the upper end of the improved column 1 is compressed by receiving a vertical load due to the own weight of the house, earthquake, snow, or the like, or is deteriorated by deterioration of a solidified material such as cement. In some cases, cracks or chips may occur near the periphery of the upper end. Such cracks and chips may cause a reduction in the supporting force that the improved column should originally exhibit. The present invention has been made in view of the above points, and an object of the present invention is to provide a means for preventing cracks or chips occurring near the periphery of the upper end of an improved column.
【0006】[0006]
【課題を解決するための手段】前記目的を達成するため
になされた本発明の請求項1に係る改良柱体の補強部材
は、基礎の下方の地盤中に造設された円柱状の改良柱体
の上端部の周縁近傍を補強するために、該改良柱体に設
けられる改良柱体の補強部材であって、該補強部材は、
その内周面において前記改良柱体の上端部の側面に密接
し、その外周面が該改良柱体の側面と略同一面となる円
筒である。According to a first aspect of the present invention, there is provided a reinforcing member for a column, wherein the reinforcing member is a columnar column formed in the ground below a foundation. In order to reinforce the vicinity of the periphery of the upper end of the body, it is a reinforcing member of the improved pillar provided in the improved pillar, the reinforcing member,
The inner peripheral surface is a cylinder which is in close contact with the side surface of the upper end of the improved column, and whose outer peripheral surface is substantially flush with the side surface of the improved column.
【0007】また、請求項2に係る改良柱体の補強部材
は、請求項1に記載の補強部材において、前記補強部材
は、前記改良柱体の上端部の上面と密接する円環状の平
板が、前記円筒の上端に設けられたものである。According to a second aspect of the present invention, in the reinforcing member of the first aspect, the reinforcing member is an annular flat plate which is in close contact with an upper surface of an upper end portion of the improved column. , Provided at the upper end of the cylinder.
【0008】また、請求項3に係る改良柱体の補強部材
は、請求項2に記載の補強部材において、前記円環状の
平板は、その周縁部が、前記円筒の外周面から突出した
ものである。According to a third aspect of the present invention, there is provided the reinforcing member of the improved column, wherein the annular flat plate has a peripheral edge projecting from an outer peripheral surface of the cylinder. is there.
【0009】また、請求項4に係る改良柱体の製造方法
は、基礎が配設されるべき地盤を円柱状に掘削し、掘削
した地盤中に土砂と固化材スラリーとを混合してなる改
良土を作製する改良土作製工程と、該改良土が固化する
前に、請求項1ないし請求項3のいずれかに記載の改良
柱体の補強部材を、その円筒の上端が改良柱体の上面と
同一面となるまで、又はその円環状の平板が改良柱体の
上面と密接するまで前記改良土中に圧入する補強工程
と、前記改良土を固化する固化工程とを含むものであ
る。According to a fourth aspect of the present invention, there is provided an improved method for manufacturing a column, wherein a ground on which a foundation is to be disposed is excavated in a columnar shape, and earth and sand and a solidified material slurry are mixed into the excavated ground. An improved soil preparation step for preparing soil, and before the improved soil is solidified, the reinforcing member of the improved column according to any one of claims 1 to 3, wherein the upper end of the cylinder has an upper surface of the improved column. And a solidifying step of solidifying the improved soil by press-fitting into the improved soil until the same flat surface is obtained or until the annular flat plate is in close contact with the upper surface of the improved column.
【0010】[0010]
【発明の実施の形態】以下、本発明の実施の形態を図面
に基づき具体的に説明する。図1は、本発明の第1の実
施の形態に係る改良柱体の補強部材の構成を説明するた
めの概略斜視図である。図示するように、本改良柱体の
補強部材100は、基礎の下方の地盤中に造設された円
柱状の改良柱体1の上端部11の周縁近傍を補強するた
めに、該改良柱体1に設けられる円筒である。Embodiments of the present invention will be specifically described below with reference to the drawings. FIG. 1 is a schematic perspective view for explaining the configuration of the reinforcing member of the improved column according to the first embodiment of the present invention. As shown in the figure, the reinforcing member 100 of the improved column is used to reinforce the vicinity of the periphery of the upper end 11 of the column-shaped improved column 1 built in the ground below the foundation. 1 is a cylinder provided.
【0011】図2は、前記改良柱体の補強部材100
を、改良柱体1に取り付けた状態を示す断面図である
が、図に示すように、改良柱体の補強部材100は、そ
の内周面において断面形状が凸状の改良柱体1の上端部
11の側面に密接し、その外周面が改良柱体1の側面1
2と略同一面となるものである。これにより、改良柱体
1の上端部11近傍が、鉛直方向の荷重を受けて圧縮さ
れ、水平方向に膨張することを防止する。なお、改良柱
体の補強部材100の材質は特に限定されるものではな
いが、改良柱体1の上端部11が膨張することを防止す
るに十分な強度を有することが必要であり、例えば、鉄
鋼等の金属、硬質プラスチック、強化プラスチック等を
用いることができる。FIG. 2 shows a reinforcing member 100 of the improved pillar.
FIG. 2 is a cross-sectional view showing a state in which the reinforcing member 100 of the improved column 1 is attached to the improved column 1. As shown in FIG. The outer peripheral surface is in close contact with the side surface of the portion 11 and the side surface 1 of the improved pillar 1
2 is substantially the same plane. This prevents the vicinity of the upper end 11 of the improved column 1 from being compressed by receiving a load in the vertical direction and expanding in the horizontal direction. In addition, the material of the reinforcing member 100 of the improved pillar is not particularly limited, but it is necessary that the reinforcing member 100 has sufficient strength to prevent the upper end 11 of the improved pillar 1 from expanding. Metals such as steel, hard plastics, reinforced plastics and the like can be used.
【0012】このように、本実施の形態に係る改良柱体
の補強部材100によれば、その円筒の内周面において
改良柱体1の上端部11の側面と密接することにより、
改良柱体1の上端部11が、鉛直方向の荷重を受けて圧
縮され、水平方向に膨張することを防止するので、改良
柱体1の上端部11の周縁近傍に割れや欠けが生ずるこ
とを防止することができる。また、改良柱体の補強部材
100の外周面は、改良柱体1の側面12と略同一面と
なるものであるので、補強部材100を、地盤の硬さ等
に関係なく容易に、改良柱体1の上端部11に配設する
ことができる。As described above, according to the reinforcing member 100 of the improved column according to the present embodiment, the inner peripheral surface of the cylinder is in close contact with the side surface of the upper end 11 of the improved column 1,
Since the upper end 11 of the improved column 1 is prevented from being compressed by receiving a load in the vertical direction and expanding in the horizontal direction, cracks or chips near the periphery of the upper end 11 of the improved column 1 may be prevented. Can be prevented. In addition, since the outer peripheral surface of the reinforcing member 100 of the improved pillar is substantially flush with the side surface 12 of the improved pillar 1, the reinforcing member 100 can be easily replaced with the improved pillar irrespective of the hardness of the ground. It can be arranged at the upper end 11 of the body 1.
【0013】以下、本発明の第2の実施の形態について
説明する。図3は、本発明の第2の実施の形態に係る改
良柱体の補強部材の構成を説明するための概略斜視図で
ある。図示するように、本改良柱体の補強部材200
は、その内周面において、改良柱体1の上端部11の側
面と密接する円筒21の上端に、改良柱体1の上端部1
1の上面と密着する円環状の平板22が設けられてなる
ものである。前記円環状の平板22は、その外径が前記
円筒21の外径と略同寸法のものであり、円筒21の上
端に固着されている。Hereinafter, a second embodiment of the present invention will be described. FIG. 3 is a schematic perspective view for explaining the configuration of the reinforcing member of the improved column according to the second embodiment of the present invention. As shown in FIG.
The upper end 1 of the improved column 1 is attached to the upper end of the cylinder 21 which is in close contact with the side surface of the upper end 11 of the improved column 1 on its inner peripheral surface.
1 is provided with an annular flat plate 22 that is in close contact with the upper surface. The annular flat plate 22 has an outer diameter substantially the same as the outer diameter of the cylinder 21, and is fixed to the upper end of the cylinder 21.
【0014】図4は、前記改良柱体の補強部材200
を、改良柱体1に取り付けた状態を示す断面図である
が、図に示すように、改良柱体の補強部材200は、断
面形状が凸状の改良柱体1の上端部11の側面に、その
円筒21の内周面が密接し、かつ、平板22が改良柱体
1の上端部11の上面と密接するように設けられてい
る。また、円筒21の外周面は、改良柱体1の側面12
と略同一面となるものである。これにより、改良柱体1
の上端部11が、鉛直方向の荷重を受けて圧縮され、水
平方向に膨張することを防止する。なお、改良柱体の補
強部材200の材質も上述と同様に特に限定されるもの
ではなく、また、合成樹脂等により一体成形するものと
してもよい。FIG. 4 shows a reinforcing member 200 of the improved column.
FIG. 2 is a cross-sectional view showing a state in which the reinforcing member 200 is attached to the improved column 1. As shown in the drawing, a reinforcing member 200 of the improved column has a side surface of the upper end 11 of the improved column 1 having a convex cross section. The inner peripheral surface of the cylinder 21 is provided in close contact with the flat plate 22, and the flat plate 22 is provided in close contact with the upper surface of the upper end 11 of the improved column 1. In addition, the outer peripheral surface of the cylinder 21 is
Are substantially the same. Thereby, the improved pillar 1
Is prevented from being compressed by receiving a load in the vertical direction and expanding in the horizontal direction. In addition, the material of the reinforcing member 200 of the improved column is not particularly limited as described above, and may be integrally formed of a synthetic resin or the like.
【0015】このように、本実施の形態に係る改良柱体
の補強部材200によれば、その円筒21の内周面及び
平板22において改良柱体1の上端部11と密接するこ
とにより、改良柱体1の上端部11が、鉛直方向の荷重
を受けて圧縮され、水平方向に膨張することを防止する
ので、改良柱体1の上端部11の周縁近傍に割れや欠け
が生ずることを防止することができる。また、前記円筒
21の外周面は、改良柱体1の側面12と略同一面とな
るものであるので、補強部材200を、地盤の硬さ等に
関係なく容易に、改良柱体1の上端部11に配設するこ
とができる。As described above, according to the improved columnar reinforcing member 200 according to the present embodiment, the inner peripheral surface of the cylinder 21 and the flat plate 22 are in close contact with the upper end portion 11 of the improved columnar body 1, thereby improving the structure. Since the upper end 11 of the column 1 is prevented from being compressed by receiving a load in the vertical direction and expanding in the horizontal direction, cracking or chipping is prevented near the periphery of the upper end 11 of the improved column 1. can do. Further, since the outer peripheral surface of the cylinder 21 is substantially flush with the side surface 12 of the improved column 1, the reinforcing member 200 can be easily attached to the upper end of the improved column 1 regardless of the hardness of the ground or the like. It can be arranged in the part 11.
【0016】つぎに、前記第2の実施の形態の変形例に
ついて説明する。図5は、第2の実施の形態の変形例に
係る改良柱体の補強部材の構成を説明するための概略斜
視図である。図示するように、本改良柱体の補強部材2
00aは、前記円筒21の上端に、その周縁部が円筒2
1の側面から突出する円環状の平板23が固着されてな
るものである。Next, a modified example of the second embodiment will be described. FIG. 5 is a schematic perspective view for describing a configuration of a reinforcing member of an improved column according to a modification of the second embodiment. As shown in FIG.
00a is a cylinder 2 at the upper end of the cylinder 21
An annular flat plate 23 protruding from one side face is fixed.
【0017】図6は、前記改良柱体の補強部材200a
を、改良柱体1に取り付けた状態を示す断面図である
が、図に示すように、改良柱体の補強部材200aは、
断面形状が凸状の改良柱体1の上端部11の側面に、そ
の円筒21の内周面が密接し、かつ、平板23が改良柱
体1の上端部11の上面、及び地表面と密接するように
設けられている。これにより、改良柱体1の上端部11
が、鉛直方向の荷重を受けて圧縮され、水平方向に膨張
することを防止する。さらに、平板23に対して地反力
が作用して、改良柱体1が支持すべき鉛直荷重を軽減す
る。なお、改良柱体の補強部材200aの材質も上述と
同様に特に限定されるものではなく、また、合成樹脂等
により一体成形するものとしてもよい。FIG. 6 shows a reinforcing member 200a of the improved pillar.
Is a cross-sectional view showing a state in which the reinforcing member 200a is attached to the improved column 1.
The inner peripheral surface of the cylinder 21 is in close contact with the side surface of the upper end 11 of the improved column 1 having a convex cross section, and the flat plate 23 is in close contact with the upper surface of the upper end 11 of the improved column 1 and the ground surface. It is provided to be. Thereby, the upper end 11 of the improved column 1
Are compressed under the load in the vertical direction and are prevented from expanding in the horizontal direction. Further, a ground reaction force acts on the flat plate 23 to reduce the vertical load to be supported by the improved column 1. In addition, the material of the reinforcing member 200a of the improved column is not particularly limited as described above, and may be integrally formed of synthetic resin or the like.
【0018】このように、本変形例に係る改良柱体の補
強部材200aによれば、その円筒21の内周面及び平
板23において改良柱体1の上端部11と密接するとと
もに、平板23において地表面と接することにより、改
良柱体1の上端部11近傍が、鉛直方向の荷重を受けて
圧縮され、水平方向に膨張することを防止し、かつ、平
板23に対して地反力が作用して、改良柱体1が支持す
べき鉛直荷重を軽減するので、前記実施の形態2に記載
した効果に加え、改良柱体1が支持すべき鉛直荷重を軽
減することができる。As described above, according to the reinforcing member 200a of the improved column according to the present modification, the inner peripheral surface of the cylinder 21 and the flat plate 23 are in close contact with the upper end portion 11 of the improved column 1 and the flat plate 23 By contacting the ground surface, the vicinity of the upper end 11 of the improved column 1 is compressed by receiving a load in the vertical direction and is prevented from expanding in the horizontal direction, and a ground reaction force acts on the flat plate 23. Then, the vertical load to be supported by the improved column 1 is reduced, so that the vertical load to be supported by the improved column 1 can be reduced in addition to the effect described in the second embodiment.
【0019】以下、前記第2の実施の形態に係る改良柱
体の補強部材200を用いた改良柱体の製造方法につい
て、図7から図10を用いて説明する。まず、改良土作
製工程、すなわち、住宅等の建物の基礎が設けられるべ
き地盤を円柱状に掘削した後、地盤中の土砂とセメント
等の固化材スラリーとを混合して改良土を作製する工程
が行われる。地盤の掘削及び改良土の作製は、図7に示
すような、地盤改良撹拌機3を用いて行う。図に示すよ
うに、該地盤改良撹拌機3は、回転軸31に地盤を掘削
又は撹拌する削孔ヘッド32及び撹拌翼33等が設けら
れたもので、建設機械4等により固定された支柱5に昇
降自在に設けられ、ミキサ6により水とセメント等の固
化材とを混錬されてなる固化材スラリーがポンプ7によ
り地盤改良撹拌機3に圧送され、回転軸31の先端から
吐出するような構成となっており、適当な駆動源8によ
り回転されるものである。Hereinafter, a method of manufacturing an improved column using the reinforcing member 200 for the improved column according to the second embodiment will be described with reference to FIGS. First, an improved soil preparation step, i.e., a step of excavating the ground on which the foundation of a building such as a house is to be provided in a cylindrical shape, and then mixing the soil in the ground with a solidifying material slurry such as cement to prepare an improved soil. Is performed. Excavation of the ground and preparation of the improved soil are performed using a ground improvement stirrer 3 as shown in FIG. As shown in the figure, the ground improvement stirrer 3 is provided with a drilling head 32 for excavating or stirring the ground, a stirring blade 33, and the like on a rotary shaft 31, and a support 5 fixed by a construction machine 4 or the like. The solidified material slurry obtained by kneading water and a solidified material such as cement by the mixer 6 is pumped to the ground improvement stirrer 3 by the pump 7, and is discharged from the tip of the rotating shaft 31. It is configured to be rotated by an appropriate drive source 8.
【0020】図8(a)に示すように、まず、地盤改良撹
拌機3の位置決めをした後、回転軸31を回転しなが
ら、削孔ヘッド32及び撹拌翼33により地盤を空掘り
する(S1)。地盤改良撹拌機3の削孔ヘッド32が設
定した深さに到達した後、図8(b)に示すように、固化
材スラリーを回転軸31の先端から吐出させながら、回
転軸31を回転させたままで、地盤改良撹拌機3を引き
上げる(S2)。これにより、土砂と固化材スラリーと
が撹拌翼33の回転により混合撹拌され、改良土が作製
される。As shown in FIG. 8A, first, after the ground improvement stirrer 3 is positioned, the ground is dug by the drilling head 32 and the stirring blades 33 while rotating the rotating shaft 31 (S1). ). After the drilling head 32 of the ground improvement stirrer 3 reaches the set depth, the rotating shaft 31 is rotated while the solidified material slurry is discharged from the tip of the rotating shaft 31 as shown in FIG. The ground improvement stirrer 3 is pulled up while being left (S2). Thereby, the earth and sand and the solidified material slurry are mixed and stirred by the rotation of the stirring blade 33, and the improved soil is produced.
【0021】つぎに、図9に示すように、補強工程、す
なわち、前記改良土が固化する前に、改良柱体の補強部
材200を、その円環状の平板22が改良柱体1の上面
と密接するまで圧入する工程が行われる(S3)。改良
柱体の補強部材200の円筒21の外周面は、改良柱体
1の側面12と略同一面となるものであるので、掘削さ
れていない地盤からの抵抗を受けずに、固化する前の軟
らかい改良土に容易に圧入することができる。これによ
り、改良柱体1の上端部11が、その断面形状を凸状に
形成されるとともに、前記補強部材200が改良柱体1
の上端部11に配設されることとなる。なお、改良柱体
の補強部材200は、その平板22が地表面と概ね同一
面となるまで圧入することが望ましく、圧入時に余剰の
改良土が円環状の平板22の穴から圧出された場合に
は、該改良土を取り除く。その後、図10に示すよう
に、固化工程において、前記補強工程を終えた状態のま
まで放置されることにより、改良土が固化して、上端部
11に補強部材200が配設された改良柱体1が造設さ
れる(S4)。Next, as shown in FIG. 9, before the improved soil is solidified, the reinforcing member 200 of the improved column is separated from the upper surface of the improved column 1 by the annular flat plate 22. The step of press-fitting until close contact is performed (S3). Since the outer peripheral surface of the cylinder 21 of the reinforcing member 200 of the improved columnar body is substantially flush with the side surface 12 of the improved columnar body 1, the solidified member before solidification does not receive resistance from the unexcavated ground. It can be easily pressed into soft and improved soil. Thereby, the upper end portion 11 of the improved column 1 is formed to have a convex sectional shape, and the reinforcing member 200 is connected to the improved column 1.
Is disposed at the upper end 11 of the first member. It is desirable that the reinforcing member 200 of the improved column be press-fitted until the flat plate 22 is substantially flush with the ground surface, and that when the surplus improved soil is pressed out from the hole of the annular flat plate 22 at the time of press-fitting. Then, the improved soil is removed. Thereafter, as shown in FIG. 10, in the solidification step, the improved soil is solidified by being left in a state where the reinforcing step has been completed, and the improved column in which the reinforcing member 200 is disposed on the upper end portion 11. The body 1 is constructed (S4).
【0022】このように、本製造方法によれば、建物の
基礎を設けるべき地盤中に改良土を作製した後、該改良
土が固化する前に、改良柱体の補強部材200を、その
円環状の平板22が改良柱体1の上面と密接するまで改
良土中に圧入して、その後、改良土を固化することとし
たので、改良土の固化を待たずに、補強部材200を容
易に改良柱体1の上端部11に配設することができ、改
良柱体を簡便かつ迅速に造設することができる。As described above, according to the present manufacturing method, after the improved soil is produced in the ground on which the foundation of the building is to be provided, before the improved soil is solidified, the reinforcing member 200 of the improved column is replaced with the circle. Since the annular flat plate 22 is pressed into the improved soil until the annular flat plate 22 is in close contact with the upper surface of the improved pillar 1, and then the improved soil is solidified, the reinforcing member 200 can be easily formed without waiting for the improved soil to solidify. It can be arranged at the upper end 11 of the improved column 1, and the improved column can be easily and quickly constructed.
【0023】なお、上記各実施の形態では、各補強部材
は円柱状の改良柱体1の上端部11に配設されることと
したが、節部を有する節付き改良柱体1aの上端部にも
同様に配設することができる。In each of the above embodiments, each reinforcing member is provided at the upper end 11 of the columnar improved column 1. However, the upper end of the knotted improved column 1 a having a node is provided. Can be similarly arranged.
【0024】[0024]
【発明の効果】以上説明したように、本発明に係る改良
柱体の補強部材によれば、その内周面において改良柱体
の上端部の側面に密接し、その外周面が該改良柱体の側
面と略同一面となる円筒としたので、改良柱体の上端部
が、鉛直方向の荷重を受けて圧縮され、水平方向に膨張
することを防止する。これにより、改良柱体の上端部の
周縁近傍に割れや欠けが生ずることを防止することがで
きる。また、補強部材を、地盤の硬さ等に関係なく容易
に、改良柱体の上端部に配設することができる。As described above, according to the reinforcing member of the improved column according to the present invention, the inner peripheral surface is in close contact with the side surface of the upper end of the improved column, and the outer peripheral surface is the improved column. The upper surface of the improved column is compressed by receiving a load in the vertical direction and is prevented from expanding in the horizontal direction. Thereby, it is possible to prevent cracks and chips from being generated near the periphery of the upper end of the improved column. In addition, the reinforcing member can be easily provided at the upper end of the improved pillar regardless of the hardness of the ground.
【0025】また、本発明によれば、前記補強部材は、
前記改良柱体の上端部の上面と密接する円環状の平板
が、前記円筒の上端に設けられたものとしたので、前記
と同様の効果を得ることができる。Further, according to the present invention, the reinforcing member includes:
Since an annular flat plate that is in close contact with the upper surface of the upper end of the improved pillar is provided at the upper end of the cylinder, the same effect as described above can be obtained.
【0026】また、本発明によれば、前記円環状の平板
は、その周縁部が前記円筒の外周面から突出したものと
したので、前記と同様の効果を得ることができ、さら
に、前記平板の周縁部が地反力を受けることにより、改
良柱体が支持すべき鉛直荷重を軽減することができる。According to the present invention, the annular flat plate has a peripheral portion protruding from the outer peripheral surface of the cylinder, so that the same effect as described above can be obtained. The vertical load to be supported by the improved column can be reduced by receiving the ground reaction force at the peripheral edge of the column.
【0027】また、本発明に係る改良柱体の製造方法に
よれば、基礎が配設されるべき地盤を円柱状に掘削し、
掘削した地盤中に土砂と固化材スラリーとを混合してな
る改良土を作製する改良土作製工程と、該改良土が固化
する前に、請求項1ないし請求項3のいずれかに記載の
改良柱体の補強部材を、その円筒の上端が改良柱体の上
面と同一面となるまで、又はその円環状の平板が改良柱
体の上面と密接するまで前記改良土中に圧入する補強工
程と、前記改良土を固化する固化工程とを含むものとし
たので、改良土の固化を待たずに、補強部材を容易に改
良柱体の上端部に配設することができ、改良柱体を簡便
かつ迅速に造設することができる。According to the method of manufacturing an improved column according to the present invention, the ground on which the foundation is to be disposed is excavated into a columnar shape,
An improved soil preparation step of preparing an improved soil by mixing earth and sand and a solidifying material slurry in the excavated ground, and the improvement according to any one of claims 1 to 3, before the improved soil is solidified. A reinforcing step of pressing the reinforcing member of the column into the improved soil until the upper end of the cylinder is flush with the upper surface of the improved column, or until the annular flat plate is in close contact with the upper surface of the improved column. And the solidifying step of solidifying the improved soil, so that the reinforcing member can be easily arranged at the upper end of the improved column without waiting for the solidification of the improved soil, and the improved column is simplified. And it can be constructed quickly.
【図1】本発明の第1の実施の形態に係る改良柱体の補
強部材100の構成を説明するための概略斜視図であ
る。FIG. 1 is a schematic perspective view for explaining a configuration of a reinforcing member 100 of an improved column according to a first embodiment of the present invention.
【図2】改良柱体の補強部材100を改良柱体1に取り
付けた状態を説明するための断面図である。FIG. 2 is a cross-sectional view for explaining a state in which a reinforcing member 100 of the improved column is attached to the improved column 1. FIG.
【図3】本発明の第2の実施の形態に係る改良柱体の補
強部材200の構成を説明するための概略斜視図であ
る。FIG. 3 is a schematic perspective view for explaining a configuration of a reinforcing member 200 of an improved pillar according to a second embodiment of the present invention.
【図4】改良柱体の補強部材200を改良柱体1に取り
付けた状態を説明するための断面図である。FIG. 4 is a cross-sectional view for explaining a state in which a reinforcing member 200 of the improved column is attached to the improved column 1. FIG.
【図5】本発明の第2の実施の形態の変形例に係る改良
柱体の補強部材200aの構成を説明するための概略斜
視図である。FIG. 5 is a schematic perspective view for explaining a configuration of a reinforcing member 200a of an improved pillar according to a modification of the second embodiment of the present invention.
【図6】改良柱体の補強部材200aを改良柱体1に取
り付けた状態を説明するための断面図である。FIG. 6 is a cross-sectional view for explaining a state in which a reinforcing member 200a of the improved column is attached to the improved column 1. FIG.
【図7】改良柱体を製造するための設備を説明するため
の模式図である。FIG. 7 is a schematic diagram for explaining equipment for manufacturing an improved column.
【図8】改良柱体の製造方法における改良土作製工程を
説明するための模式図である。FIG. 8 is a schematic diagram for explaining an improved soil preparation step in a method for manufacturing an improved column.
【図9】改良柱体の製造方法における補強工程を説明す
るための模式図である。FIG. 9 is a schematic diagram for explaining a reinforcing step in the method of manufacturing the improved column.
【図10】改良柱体の製造方法における固化工程を説明
するための模式図である。FIG. 10 is a schematic diagram for explaining a solidification step in the method for manufacturing an improved column.
【図11】改良柱体1及び節付き改良柱体1aの構成を
説明するための模式図である。FIG. 11 is a schematic diagram for explaining a configuration of an improved pillar 1 and a knotted improved pillar 1a.
【図12】布基礎2に対する改良柱体1の配置を説明す
るための模式図である。FIG. 12 is a schematic diagram for explaining an arrangement of the improved column 1 with respect to the cloth foundation 2.
1 改良柱体 100、200、200a 改良柱体の補強部材 11 上端部 12 側面 21 円筒 22、23 平板 DESCRIPTION OF SYMBOLS 1 Improved column 100, 200, 200a Reinforcement member of improved column 11 Upper end part 12 Side surface 21 Cylinder 22, 23 Flat plate
Claims (4)
の改良柱体の上端部の周縁近傍を補強するために、該改
良柱体に設けられる改良柱体の補強部材であって、 該補強部材は、その内周面において前記改良柱体の上端
部の側面に密接し、その外周面が該改良柱体の側面と略
同一面となる円筒であることを特徴とする改良柱体の補
強部材。1. A reinforcing member for an improved column provided in an improved column to reinforce the vicinity of the upper edge of a column-shaped improved column built in the ground below a foundation. The improved column characterized in that the reinforcing member is a cylinder whose inner peripheral surface is in close contact with the side surface of the upper end of the improved column, and whose outer peripheral surface is substantially flush with the side surface of the improved column. Body reinforcement.
の上面と密接する円環状の平板が、前記円筒の上端に設
けられたものであることを特徴とする請求項1に記載の
改良柱体の補強部材。2. The reinforcing member according to claim 1, wherein an annular flat plate closely contacting an upper surface of an upper end portion of the improved pillar is provided at an upper end of the cylinder. Reinforcement members for improved pillars.
記円筒の外周面から突出したものであることを特徴とす
る請求項2に記載の改良柱体の補強部材。3. The reinforcing member according to claim 2, wherein the annular flat plate has a peripheral portion protruding from an outer peripheral surface of the cylinder.
削し、掘削した地盤中に土砂と固化材スラリーとを混合
してなる改良土を作製する改良土作製工程と、 該改良土が固化する前に、請求項1ないし請求項3のい
ずれかに記載の改良柱体の補強部材を、その円筒の上端
が改良柱体の上面と同一面となるまで、又はその円環状
の平板が改良柱体の上面と密接するまで前記改良土中に
圧入する補強工程と、 前記改良土を固化する固化工程とを含むことを特徴とす
る改良柱体の製造方法。4. An improved soil preparation step of excavating a ground on which a foundation is to be disposed in a columnar shape, and preparing an improved soil by mixing earth and sand and a solidifying material slurry in the excavated ground; Before the solidification, the reinforcing member of the improved columnar body according to any one of claims 1 to 3 is used until the upper end of the cylinder is flush with the upper surface of the improved columnar body, or its annular flat plate. A method of manufacturing an improved column, comprising: a reinforcing step of press-fitting the improved soil until it comes into close contact with the upper surface of the improved column; and a solidifying step of solidifying the improved soil.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000135498A JP2001317039A (en) | 2000-05-09 | 2000-05-09 | Reinforcing member of improved column body and manufacturing method of improved column body |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000135498A JP2001317039A (en) | 2000-05-09 | 2000-05-09 | Reinforcing member of improved column body and manufacturing method of improved column body |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2001317039A true JP2001317039A (en) | 2001-11-16 |
Family
ID=18643569
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2000135498A Pending JP2001317039A (en) | 2000-05-09 | 2000-05-09 | Reinforcing member of improved column body and manufacturing method of improved column body |
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Country | Link |
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JP (1) | JP2001317039A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2019027010A (en) * | 2017-07-25 | 2019-02-21 | 大成建設株式会社 | Aseismatic reinforcing construction of columnar member |
JP2020051064A (en) * | 2018-09-25 | 2020-04-02 | ジャパンパイル株式会社 | Ground improvement composite pile foundation, independent footing foundation combined with ground improvement composite pile, and method of designing independent footing foundation combined with ground improvement composite pile |
-
2000
- 2000-05-09 JP JP2000135498A patent/JP2001317039A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2019027010A (en) * | 2017-07-25 | 2019-02-21 | 大成建設株式会社 | Aseismatic reinforcing construction of columnar member |
JP2020051064A (en) * | 2018-09-25 | 2020-04-02 | ジャパンパイル株式会社 | Ground improvement composite pile foundation, independent footing foundation combined with ground improvement composite pile, and method of designing independent footing foundation combined with ground improvement composite pile |
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