JP2005232720A - Columnar foundation constructing method, foundation constructing member and foundation structure - Google Patents

Columnar foundation constructing method, foundation constructing member and foundation structure Download PDF

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JP2005232720A
JP2005232720A JP2004040760A JP2004040760A JP2005232720A JP 2005232720 A JP2005232720 A JP 2005232720A JP 2004040760 A JP2004040760 A JP 2004040760A JP 2004040760 A JP2004040760 A JP 2004040760A JP 2005232720 A JP2005232720 A JP 2005232720A
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foundation
cylindrical
cylindrical body
columnar
base
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和孝 ▲からさき▼
Kazutaka Karasaki
Satoshi Itohisa
智 糸久
Kiyomi Tsuji
清美 辻
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Ashimori Industry Co Ltd
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Ashimori Industry Co Ltd
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<P>PROBLEM TO BE SOLVED: To provide a columnar foundation constructing technology for completing work for installing a columnar material in a short time. <P>SOLUTION: This foundation constructing member 1 comprises a rigid cylindrical body 2, a bag body 3 fixed to the cylindrical body 2 in a state of being applied to the outer face of the cylindrical body 2, and a base member 4 on which an anchor bolt 23 is mounted. The foundation constructing member is inserted into a excavated hole 20 previously formed in the ground, and then mortar 21 is filled in the bag body 3 to inflate the bag body 3 in the excavated hole 20. After the foundation constructing member 1 is fixed into the excavated hole 20, the columnar material 5 is mounted to the base member 4 with the anchor bolt 23. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、標識や照明灯等の柱状物の基礎を構築する技術に関する。   The present invention relates to a technique for constructing a foundation of a columnar object such as a sign or an illumination lamp.

従来より、標識や照明灯等の柱状物を地上に立設固定する際に、この柱状物の基礎を構築する工法としては、例えば、施工現場にてコンクリートを打設することによりコンクリート基礎を構築する方法や、予め工場等において作製されたコンクリートブロックを施工現場に運び込んで基礎を構築する方法(例えば、特許文献1,2参照)などがある。   Conventionally, when a columnar object such as a sign or an illuminating lamp is erected and fixed on the ground, as a method of constructing the foundation of this columnar object, for example, a concrete foundation is constructed by placing concrete at the construction site. And a method of building a foundation by bringing concrete blocks prepared in advance in a factory or the like to a construction site (for example, see Patent Documents 1 and 2).

特開平9−78607号公報JP-A-9-78607 特開平9−78608号公報JP-A-9-78608

しかし、施工現場にてコンクリートを打設する工法においては、打設したコンクリートが硬化するまでコンクリート基礎の上に柱状物を据え付けることができないため、施工を完了させるまでに数日間必要となり、施工期間が長くなってその分施工コストが大きくなってしまう。一方、特許文献1,2に記載されているような工法では、既製のコンクリートブロックを使用するために施工現場にてコンクリートを硬化させる工程が不要となる。しかし、工場等から運搬されるコンクリートブロックは重量が大きいために取り扱い性が悪く、大して長くもなく(せいぜい数メートルの長さ)、構造も簡易な柱状物を設置するために大型の運搬用の機械が必要になったり、広い作業スペースを確保しなくてはならないなど、施工作業が大がかりなものとなってしまう。   However, in the method of placing concrete at the construction site, columnar objects cannot be installed on the concrete foundation until the placed concrete has hardened, so it takes several days to complete the construction. As a result, the construction cost increases accordingly. On the other hand, in the construction methods described in Patent Documents 1 and 2, a step of hardening the concrete at the construction site is not required because the ready-made concrete block is used. However, concrete blocks transported from factories, etc. are heavy, so they are not easy to handle, are not very long (a length of several meters at most), and have a simple structure. The construction work becomes large, such as the need for a machine and the need to secure a large work space.

本発明の目的は、柱状物の設置作業を短時間で完了することが可能な柱状物の基礎構築技術を提供することである。   The objective of this invention is providing the foundation construction technique of the columnar thing which can complete the installation operation | work of a columnar thing in a short time.

課題を解決するための手段及び発明の効果Means for Solving the Problems and Effects of the Invention

第1の発明の柱状物の基礎構築方法は、剛直な筒状体とこの筒状体の外面に被せられた状態で筒状体に固定された袋体とを有し、地上に立設される柱状物の基礎を構築する為の基礎構築用部材を、予め地盤に形成された孔内に挿入する工程と、前記袋体内に加圧流体を注入して前記孔内において袋体を膨張させる工程とを有することを特徴とするものである。   A basic construction method for a columnar object according to a first invention has a rigid cylindrical body and a bag body fixed to the cylindrical body in a state of covering the outer surface of the cylindrical body, and is erected on the ground. Inserting a base construction member for constructing the foundation of the columnar object into a hole formed in the ground in advance, and injecting a pressurized fluid into the bag body to expand the bag body within the hole And a process.

この基礎構築方法においては、まず、剛直な筒状体とこの筒状体に固定された袋体を有する基礎構築用部材を地盤に形成された孔内に挿入する。そして、袋体内に加圧流体を注入することにより孔内において袋体を膨張させて、基礎構築用部材を孔内に容易に固定することができる。さらに、このようにして基礎構築用部材が孔に固定されて構築された基礎には、標識や照明灯等の柱状物をすぐに取付けることができる。従って、柱状物の設置作業を短時間のうちに終了でき、施工コストを低減することが可能になる。   In this foundation construction method, first, a foundation construction member having a rigid cylindrical body and a bag body fixed to the cylindrical body is inserted into a hole formed in the ground. Then, by injecting a pressurized fluid into the bag body, the bag body is expanded in the hole, and the foundation building member can be easily fixed in the hole. Furthermore, a columnar object such as a sign or an illumination lamp can be immediately attached to the foundation constructed by fixing the foundation construction member in the hole in this way. Therefore, the installation work of the columnar object can be completed in a short time, and the construction cost can be reduced.

第2の発明の柱状物の基礎構築方法は、前記第1の発明において、前記基礎構築用部材は、前記筒状体の端部に設けられ且つ前記柱状物を固定する為の複数のアンカーボルトが取付けられるベース部材を有することを特徴とするものである。従って、孔内に固定された基礎構築用部材のベース部材に、複数のアンカーボルトを介して柱状物を固定することができる。さらに、その際に、柱状物の鉛直度(地面に対する傾き)をアンカーボルトで調整することも容易になる。   The foundation construction method for a columnar object according to a second invention is the method according to the first invention, wherein the foundation construction member is provided at an end of the cylindrical body and a plurality of anchor bolts for fixing the columnar object. It has a base member to which is attached. Accordingly, the columnar object can be fixed to the base member of the foundation building member fixed in the hole via the plurality of anchor bolts. Further, at that time, it becomes easy to adjust the verticality (tilt with respect to the ground) of the columnar object with the anchor bolt.

第3の発明の柱状物の基礎構築方法は、前記第1又は第2の発明において、前記袋体は、複数本の経糸とこれら経糸に対してスパイラル状に連続して織り込まれた緯糸からなる継ぎ目のない筒状織物であって、長手方向途中部の径に対して両端部の径が小さい異径筒状織物であることを特徴とするものである。   According to a third aspect of the present invention, in the first or second invention, the bag body includes a plurality of warps and wefts that are continuously woven in a spiral shape with respect to these warps. It is a seamless tubular woven fabric, and is characterized by being a different-diameter tubular woven fabric in which the diameters at both ends are smaller than the diameter in the middle in the longitudinal direction.

このように、袋体が継ぎ目のない筒状織物であるため袋体の耐圧力が高く、柱状物を確実に支持するために高い注入圧力で袋体内に加圧流体を注入しても、袋体が破断しにくい。また、袋体は、両端部の径が小さい異径筒状織物であるため、両端部と筒状体との間の遊びが小さくなり、両端部において袋体を筒状体に確実に取付けることができる。さらに、袋体内に加圧流体を注入したときに袋体全体が略均一に膨らむため、袋体に対して局所的に過大な圧力が作用することがない。   In this way, since the bag body is a seamless tubular woven fabric, the pressure resistance of the bag body is high, and even if pressurized fluid is injected into the bag body with a high injection pressure to reliably support the columnar object, The body is difficult to break. Moreover, since the bag body is a different-diameter cylindrical woven fabric having small diameters at both ends, play between the both ends and the cylindrical body is reduced, and the bag body is securely attached to the cylindrical body at both ends. Can do. Furthermore, when the pressurized fluid is injected into the bag body, the entire bag body swells substantially uniformly, so that no excessive pressure acts locally on the bag body.

第4の発明の柱状物の基礎構築部材は、地上に立設される柱状物の基礎を構築する為の基礎構築用部材であって、剛直な筒状体と、この筒状体の外面に被せられた状態で筒状体に固定された袋体と、前記筒状体の端部に設けられ且つ前記柱状物を固定する為の複数のアンカーボルトが取付けられるベース部材とを有することを特徴とするものである。   The foundation construction member for the columnar object of the fourth invention is a member for foundation construction for constructing the foundation of the columnar object standing on the ground, and is provided with a rigid cylindrical body and an outer surface of the cylindrical body. A bag body fixed to the cylindrical body in a covered state; and a base member provided at an end portion of the cylindrical body and to which a plurality of anchor bolts for fixing the columnar body are attached. It is what.

従って、この基礎構築用部材を地盤に形成された孔内に挿入してから、袋体内に加圧流体を注入することにより、孔内で袋体を膨張させて、基礎構築用部材を孔内に容易且つ確実に固定して基礎を構築することができる。また、この状態で、ベース部材に、複数のアンカーボルトを介して標識や照明灯等の柱状物をすぐに固定することができるため、柱状物の設置作業を短時間で完了でき、施工コストを低減することが可能になる。さらに、柱状物の鉛直度(地面に対する傾き)をアンカーボルトで調整することも容易になる。   Therefore, by inserting the foundation building member into the hole formed in the ground and then injecting a pressurized fluid into the bag body, the bag body is expanded in the hole, and the foundation building member is inserted into the hole. It is possible to construct the foundation by fixing it easily and securely. Also, in this state, columnar objects such as signs and illuminating lights can be immediately fixed to the base member via a plurality of anchor bolts, so that the installation work of the columnar objects can be completed in a short time, and the construction cost can be reduced. It becomes possible to reduce. Furthermore, it becomes easy to adjust the verticality (tilt with respect to the ground) of the columnar object with an anchor bolt.

第5の発明の柱状物の基礎構築部材は、前記第4の発明において、前記ベース部材は、前記筒状体の端部に取付けられた筒状のベース本体と、このベース本体からベース本体の径方向外側に放射状に延び、且つ、ベース本体の長さ方向に平行な複数の板状部材と、これら複数の板状部材の前記ベース本体と反対側の端部に夫々設けられ、前記筒状のベース本体の長さ方向に平行な複数の筒状部材とを有することを特徴とするものである。   According to a fifth aspect of the present invention, in the fourth aspect of the invention, the base member includes a cylindrical base body attached to an end of the cylindrical body, and the base body to the base body. A plurality of plate-like members extending radially outward in the radial direction and parallel to the length direction of the base main body, and provided at the ends of the plurality of plate-like members opposite to the base main body, And a plurality of cylindrical members parallel to the length direction of the base body.

このベース部材においては、複数の筒状部材に夫々複数のアンカーボルトが取付けられ、柱状物からアンカーボルトを介して複数の筒状部材に作用する荷重は、ベース本体から放射状に延びる複数の板状部材に分散されるため、ベース部材により柱状物が安定的に支持される。   In this base member, a plurality of anchor bolts are respectively attached to the plurality of cylindrical members, and the loads acting on the plurality of cylindrical members from the columnar object via the anchor bolts are a plurality of plate-like shapes extending radially from the base body. Since it is dispersed in the member, the columnar object is stably supported by the base member.

第6の発明の柱状物の基礎構築部材は、前記第5の発明において、前記ベース本体は、前記筒状体の端部に回動可能に取付けられており、前記ベース部材は、前記ベース本体を前記筒状体に対して回動不能に固定する固定手段を有することを特徴とするものである。袋体内に加圧流体を注入したときに、孔内における袋体の重なり具合によっては、基礎構築部材が回転しながら袋体が膨張することがある。しかし、ベース部材のベース本体が筒状体に回動可能に取付けられているため、袋体を膨張させた後、筒状体に対するベース部材の角度調整を行うことができる。そして、ベース部材が固定手段により筒状体に対して回動不能に固定された後に、ベース部材に柱状物が取付けられる。   According to a sixth aspect of the present invention, in the fifth aspect of the invention, the base body is configured such that the base body is rotatably attached to an end of the cylindrical body, and the base member is the base body. It has a fixing means which fixes non-rotatably with respect to the said cylindrical body. When pressurized fluid is injected into the bag body, the bag body may expand while the foundation construction member rotates depending on how the bag bodies overlap in the hole. However, since the base body of the base member is rotatably attached to the cylindrical body, the angle of the base member relative to the cylindrical body can be adjusted after the bag body is inflated. Then, after the base member is fixed to the cylindrical body by the fixing means so as not to rotate, the columnar object is attached to the base member.

第7の発明の柱状物の基礎構造は、剛直な筒状体と、この筒状体の外面に被せられた状態で筒状体に固定された袋体と、前記筒状体の端部に設けられ且つ前記柱状物を固定する為の複数のアンカーボルトが取付けられるベース部材とを有し、地盤に形成された孔内に挿入された基礎構築用部材と、前記袋体内に注入された加圧流体とを含むことを特徴とするものである。   The basic structure of the columnar object of the seventh invention is a rigid cylindrical body, a bag body fixed to the cylindrical body in a state of covering the outer surface of the cylindrical body, and an end portion of the cylindrical body. And a base member to which a plurality of anchor bolts for fixing the columnar object are attached, and a base construction member inserted into a hole formed in the ground, and an additive injected into the bag body And a pressurized fluid.

従って、孔内に挿入された基礎構築用部材の袋体に加圧流体が注入されて、袋体が膨張することにより基礎構築用部材が孔内に固定されて基礎が速やかに構築されるため、この基礎にすぐに柱状物を固定することができる。また、ベース部材に、複数のアンカーボルトを介して標識や照明灯等の柱状物を設置することができるため、柱状物の鉛直度(地面に対する傾き)をアンカーボルトで調整することも容易になる。   Therefore, since the pressurized fluid is injected into the bag body of the foundation building member inserted into the hole and the bag body expands, the foundation building member is fixed in the hole and the foundation is quickly built. You can quickly fix the pillars to this foundation. In addition, since a columnar object such as a sign or an illuminating lamp can be installed on the base member via a plurality of anchor bolts, it is easy to adjust the verticality (tilt with respect to the ground) of the columnar object with the anchor bolt. .

本発明の実施の形態について説明する。本実施形態は、標識や照明灯等の柱状物を地上に設置する場合に本発明を適用したものである。
まず、立設される柱状物の基礎を構築する為の基礎構築用部材について図1〜図3を参照して説明する。図1、図2に示すように、基礎構築用部材1は、剛直な鋼管からなる筒状体2とこの筒状体2の外面に被せられた状態で筒状体2に固定された袋体3と、筒状体2の端部に設けられ且つ柱状物5を固定する為の複数のアンカーボルト23(図4(b)〜(d)参照)が取付けられるベース部材4とを備えている。
Embodiments of the present invention will be described. In the present embodiment, the present invention is applied when a columnar object such as a sign or an illumination lamp is installed on the ground.
First, the member for foundation construction for constructing the foundation of the columnar thing erected is demonstrated with reference to FIGS. 1-3. As shown in FIG. 1 and FIG. 2, the foundation building member 1 includes a cylindrical body 2 made of a rigid steel pipe and a bag body fixed to the cylindrical body 2 in a state of covering the outer surface of the cylindrical body 2. 3 and a base member 4 to which a plurality of anchor bolts 23 (see FIGS. 4 (b) to 4 (d)) for fixing the columnar object 5 are attached. .

筒状体2としては、比較的長尺で且つ円筒状の鋼管が使用され、例えば、径が165mm、長さが1450mmの鋼管を用いることができる。筒状体2の先端部(図1の右端部)には、2カ所の切欠部2aが形成されている。また、筒状体2の基端側部分(図1の左端側部分)には、次述の袋体3内に、加圧されたモルタル(加圧流体)を注入する為の2つの注入口2bが互いに対向する位置に形成されている。   As the cylindrical body 2, a relatively long and cylindrical steel pipe is used. For example, a steel pipe having a diameter of 165 mm and a length of 1450 mm can be used. Two notches 2a are formed at the tip of the cylindrical body 2 (the right end in FIG. 1). In addition, two inlets for injecting pressurized mortar (pressurized fluid) into the bag 3 described below into the base end side portion (left end side portion in FIG. 1) of the cylindrical body 2. 2b is formed in the position which mutually opposes.

図3に示すように、袋体3は、両端部に形成された2つの小径部3aとこれら2つの小径部3aの間に形成された大径部3bとを有する異径筒状織物で形成されている。この異径筒状織物は、複数本の経糸と、これら経糸に対してスパイラル状に連続して織り込まれた緯糸からなる継ぎ目のない筒状織物である。   As shown in FIG. 3, the bag body 3 is formed of a different-diameter cylindrical woven fabric having two small-diameter portions 3a formed at both ends and a large-diameter portion 3b formed between the two small-diameter portions 3a. Has been. This different-diameter tubular woven fabric is a seamless tubular woven fabric composed of a plurality of warps and wefts that are continuously woven in a spiral shape with respect to these warps.

本実施形態の一例として、例えば、1100/2dtex×768本のポリエステル繊維の経糸と、1100/6dtex×7本/cmのポリエステル繊維の緯糸を使用し、さらに、小径部3aの径D1=200mm、小径部3aの長さL1=400mm、大径部3bの径D2=300mm、大径部3bの長さL2=1100mmとすると、袋体3の設計耐圧力は1.5MPaとなった。 As an example of this embodiment, for example, warp yarns of 1100/2 dtex × 768 polyester fibers and weft yarns of polyester fibers of 1100/6 dtex × 7 yarns / cm are used, and the diameter D 1 of the small diameter portion 3a = 200 mm. When the length L 1 of the small diameter portion 3a is 400 mm, the diameter D 2 of the large diameter portion 3b is 300 mm, and the length L 2 of the large diameter portion 3b is 1100 mm, the design withstand pressure of the bag 3 is 1.5 MPa. It was.

図1に示すように、この袋体3内には筒状体2が挿通され、さらに、両端の2つの小径部3aに装着された2つのバンド状の固定具6により、袋体3は筒状体2の外面に被せられた状態で固定されている。また、筒状体2の両端部には、固定具6が筒状体2から外れるのを防止する為の2つのリング状の金具7が夫々装着されている。   As shown in FIG. 1, a cylindrical body 2 is inserted into the bag body 3, and the bag body 3 is a cylinder by two band-shaped fixtures 6 attached to two small diameter portions 3 a at both ends. It is fixed in a state where it covers the outer surface of the body 2. Moreover, two ring-shaped metal fittings 7 for preventing the fixture 6 from being detached from the cylindrical body 2 are attached to both ends of the cylindrical body 2.

このように、袋体3は、継ぎ目のない筒状織物であるため耐圧力が高く、後述のように袋体3内に高い注入圧力でモルタル21を注入しても、袋体3が破断しにくい。また、袋体3の両端部に2つの小径部3aが形成されているため、これら2つの小径部3aと筒状体2との間の遊びが小さくなり、小径部3aをバンド状の固定具6で締め付けることにより、袋体3を筒状体2に確実に取付けることができる。さらに、袋体3内にモルタル21を注入したときに袋体3が略均一に膨らむことになり、袋体3に対して局所的に過大な圧力が作用しない。   Thus, since the bag 3 is a seamless tubular woven fabric, the pressure resistance is high, and even if the mortar 21 is injected into the bag 3 with a high injection pressure as described later, the bag 3 is broken. Hateful. Moreover, since the two small diameter parts 3a are formed in the both ends of the bag body 3, the play between these two small diameter parts 3a and the cylindrical body 2 becomes small, and the small diameter part 3a is made into a band-shaped fixture. By tightening with 6, the bag body 3 can be securely attached to the cylindrical body 2. Furthermore, when the mortar 21 is injected into the bag body 3, the bag body 3 swells substantially uniformly, and an excessively large pressure does not act on the bag body 3 locally.

筒状体2の内部には、袋体3内にモルタル21を注入する為の注入管8が設けられている。注入管8は、本管8a及びこの本管8aから筒状体2の径方向に分岐する分岐管8bを有するT字状のものであり、分岐管8bの両端部は、夫々筒状体2に形成された2つの注入口2bを介して袋体3に連通している。   Inside the cylindrical body 2, an injection pipe 8 for injecting the mortar 21 into the bag body 3 is provided. The injection pipe 8 has a T-shape having a main pipe 8a and a branch pipe 8b branched from the main pipe 8a in the radial direction of the cylindrical body 2, and both ends of the branch pipe 8b are respectively formed in the cylindrical body 2. It communicates with the bag body 3 through the two inlets 2b formed in.

図1、図2に示すように、ベース部材4は、筒状体2の端部に回動可能に取付けられた筒状のベース本体10と、このベース本体10からベース本体10の径方向外側に放射状に延び且つベース本体10の長さ方向に平行な4枚の板状部材11と、これら4枚の板状部材11のベース本体10と反対側(径方向外側)の端部に夫々設けられ、筒状のベース本体10の長さ方向に平行な複数の筒状部材12とを有する。   As shown in FIGS. 1 and 2, the base member 4 includes a cylindrical base body 10 rotatably attached to an end portion of the cylindrical body 2, and a radially outer side of the base body 10 from the base body 10. The four plate-like members 11 extending radially and parallel to the length direction of the base body 10 are provided at the ends of the four plate-like members 11 opposite to the base body 10 (outside in the radial direction). And a plurality of cylindrical members 12 parallel to the length direction of the cylindrical base body 10.

ベース本体10は、筒状体2よりもわずかに大きな径の円筒形状を有する。そして、このベース本体10に筒状体2の基端部が挿入されており、ベース本体10は筒状体2に対して回動可能に取付けられている。筒状のベース本体10の両端の位置には、夫々抜け止め用の環状のストッパー16が筒状体2に溶接で固着されており、さらに、ベース本体10の側面部の周方向4等分位置には、夫々2つの押しボルト15(固定手段)が取付けられている。   The base body 10 has a cylindrical shape with a slightly larger diameter than the cylindrical body 2. And the base end part of the cylindrical body 2 is inserted in this base main body 10, and the base main body 10 is attached with respect to the cylindrical body 2 so that rotation is possible. At the positions of both ends of the cylindrical base main body 10, annular stoppers 16 for preventing the removal are fixed to the cylindrical body 2 by welding, respectively, and the circumferential portion of the side surface of the base main body 10 is divided into four equal positions. Two push bolts 15 (fixing means) are attached to each.

図2に示すように、ベース本体10の側面部の周方向4等分位置には、夫々4枚の板状部材11が溶接により取付けられており、これら4枚の板状部材11は、ベース本体10の径方向外側に放射状に延びている。各板状部材11のベース本体10の径方向端部において、図1の左右両端側の位置には、1対の筒状部材12が夫々溶接により固着されている。そして、柱状物5を地面に設置する際には、1対の筒状部材12にアンカーボルト23(図4(b)〜(d)参照)が挿通され、柱状物5は、4対の筒状部材12に夫々挿通された4本のアンカーボルト23及びナット24によりベース部材4に固定される。   As shown in FIG. 2, four plate-like members 11 are respectively attached to the side portions of the base body 10 in the circumferential direction by welding, and these four plate-like members 11 are attached to the base. The main body 10 extends radially outward. A pair of cylindrical members 12 are fixed by welding at the radial ends of the base body 10 of each plate-like member 11 at positions on the left and right ends in FIG. And when installing the columnar object 5 in the ground, the anchor bolt 23 (refer FIG.4 (b)-(d)) is penetrated by one pair of cylindrical members 12, and the columnar object 5 is 4 pairs of cylinders. It is fixed to the base member 4 by four anchor bolts 23 and nuts 24 respectively inserted into the shaped member 12.

次に、基礎構築用部材1を用いて柱状物5の基礎を構築する方法について説明する。
図4(a)に示すように、まず、柱状物5の立設場所の地盤に、ハンドオーガー等の掘削機を用いて掘削孔20を形成するとともに、掘削孔20の地表付近の部分を開削する。
Next, a method for constructing the foundation of the columnar object 5 using the foundation construction member 1 will be described.
As shown in FIG. 4A, first, the excavator 20 such as a hand auger is formed in the ground where the columnar object 5 is erected, and the portion near the ground surface of the excavator 20 is excavated. To do.

次に、図4(b)に示すように、掘削孔20内に基礎構築用部材1を挿入する。そして、図4(c)に示すように、注入管8にモルタル21を注入する注入ポンプ(図示省略)を接続し、注入管8から注入口2bを介して袋体3内にモルタル21を加圧注入する。すると、注入されたモルタル21により袋体3が膨張して、掘削孔20の側壁を押し広げるため、袋体3内側の筒状体2が直立した状態で掘削孔20内に固定される。尚、モルタル21の注入圧力が小さすぎると袋体3が掘削孔20の側壁に確実に密着せず、筒状体2が掘削孔20内でぐらついてしまう。逆に、注入圧力が高すぎると袋体3の耐圧力を超えてしまい、袋体3が破断する虞がある。そのために、注入ポンプと注入管8との間に注入圧力を計測する計測器(図示省略)を設置して、計測器で計測された値に基づいて注入圧力を適切な値に調整できるようにしておく。本実施形態では、このモルタル21の注入圧力は0.6MPa程度であり、そのときの注入速度は5L/minである。続いて、筒状体2内にもモルタル21を注入する。   Next, as shown in FIG. 4B, the foundation construction member 1 is inserted into the excavation hole 20. 4C, an injection pump (not shown) for injecting mortar 21 is connected to the injection tube 8, and the mortar 21 is added into the bag 3 from the injection tube 8 through the injection port 2b. Inject pressure. Then, the bag 3 is expanded by the injected mortar 21 and pushes the side wall of the excavation hole 20, so that the cylindrical body 2 inside the bag 3 is fixed in the excavation hole 20 in an upright state. Note that if the injection pressure of the mortar 21 is too small, the bag body 3 does not securely adhere to the side wall of the excavation hole 20, and the cylindrical body 2 is wobbled in the excavation hole 20. Conversely, if the injection pressure is too high, the pressure resistance of the bag 3 will be exceeded, and the bag 3 may break. For this purpose, a measuring instrument (not shown) for measuring the injection pressure is installed between the injection pump and the injection pipe 8 so that the injection pressure can be adjusted to an appropriate value based on the value measured by the measuring instrument. Keep it. In this embodiment, the injection pressure of this mortar 21 is about 0.6 MPa, and the injection speed at that time is 5 L / min. Subsequently, the mortar 21 is also injected into the cylindrical body 2.

そして、袋体3内にモルタル21が注入されて基礎構築用部材1が掘削孔20内に固定された状態で、柱状物5が鉛直状態で取付けられるように、基礎構築用部材1のベース部材4のアンカーボルト23及びナット24にプレートを仮取付けして、アンカーボルト23及びナットの高さを調整した後、ベース部材4に柱状物5を取付ける。尚、掘削孔20内での袋体3の重なり具合によっては、袋体3が膨張する際に掘削孔20内で基礎構築用部材1が少し回転することがあるので、その場合には、押しボルト15(図1、図2参照)を緩めてベース部材4の筒状体2に対する角度調整を行った後に、ベース部材4に柱状物5を取付ける。   The base member of the foundation building member 1 is attached so that the columnar object 5 is attached in a vertical state with the mortar 21 injected into the bag 3 and the foundation building member 1 fixed in the excavation hole 20. After the plate is temporarily attached to the anchor bolts 23 and nuts 24 and the heights of the anchor bolts 23 and nuts are adjusted, the columnar object 5 is attached to the base member 4. Depending on how the bags 3 overlap in the excavation holes 20, the foundation construction member 1 may slightly rotate in the excavation holes 20 when the bags 3 expand. After the bolt 15 (see FIGS. 1 and 2) is loosened and the angle of the base member 4 with respect to the cylindrical body 2 is adjusted, the columnar object 5 is attached to the base member 4.

このように、袋体3内にモルタル21を注入した後に、すぐに柱状物5をベース部材4に取付けることができる。尚、柱状物5をベース部材4に取付けた後であっても、アンカーボルト23の高さをナット24で調整することにより、柱状物5の鉛直度(地面に対する傾き)を調節することも容易である。   Thus, the columnar object 5 can be attached to the base member 4 immediately after the mortar 21 is injected into the bag 3. Even after the columnar object 5 is attached to the base member 4, the verticality (tilt with respect to the ground) of the columnar object 5 can be easily adjusted by adjusting the height of the anchor bolt 23 with the nut 24. It is.

最後に、掘削孔20内のベース部材4周辺の部分にもモルタル25を注入し、基礎100の構築作業を完了する。このとき、モルタル25は容器等を用いて直接掘削孔20内に注入し、注入されたモルタル25に対してバイブレーターで振動を与えて締固めしておく。   Finally, the mortar 25 is also poured into the portion around the base member 4 in the excavation hole 20 to complete the construction work of the foundation 100. At this time, the mortar 25 is directly injected into the excavation hole 20 using a container or the like, and the injected mortar 25 is vibrated by a vibrator and compacted.

このように、袋体3内にモルタル21を注入することにより基礎構築用部材1を掘削孔20内に固定して速やかに基礎を構築することができ、その後、すぐに柱状物5をベース部材4に取付けることが可能である。そのため、柱状物5の基礎構築作業を短時間のうちに終了でき、施工コストを低減することができる。場合によっては、全ての作業を1日で完了することも可能である。   In this way, by injecting the mortar 21 into the bag 3, the foundation building member 1 can be fixed in the excavation hole 20 to quickly build the foundation, and then the columnar object 5 is immediately attached to the base member. 4 can be attached. Therefore, the foundation construction work of the columnar object 5 can be completed in a short time, and the construction cost can be reduced. In some cases, it is possible to complete all work in one day.

また、基礎構築用部材1がアンカーボルト23を取付ける為のベース部材4を備えているため、柱状物5を基礎構築用部材1に取付けてからであっても、アンカーボルト23の高さを調整することにより、柱状物5の鉛直度を容易に調節することができる。また、柱状物5からアンカーボルト23を介して筒状部材12に作用する荷重は、ベース本体10から放射状に延びる4枚の板状部材11に均等に分散されるため、ベース部材4により柱状物5が安定的に支持される。   In addition, since the foundation building member 1 includes the base member 4 for attaching the anchor bolt 23, the height of the anchor bolt 23 is adjusted even after the columnar object 5 is attached to the foundation building member 1. By doing, the perpendicularity of the columnar object 5 can be adjusted easily. Further, the load acting on the cylindrical member 12 from the columnar object 5 via the anchor bolt 23 is evenly distributed to the four plate-shaped members 11 extending radially from the base body 10. 5 is stably supported.

次に、前記実施形態に種々の変更を加えた変更形態について説明する。但し、前記実施形態と同様の構成を有するものについては、同じ符号を付して適宜その説明を省略する。
1]アンカーボルト23が取付けられるベース部材4の構造は、前記実施形態のものに限られない。例えば、板状部材11の数を増減して取付けられるアンカーボルト23の数を変更してもよい。あるいは、ベース本体10及び複数の板状部材11の代わりに、筒状体2の径方向に平面的に広がる比較的厚い1又は積層された複数の板材を筒状体2に取付け、この板材の縁部分に複数のアンカーボルト23が取付けられるような構造にしてもよい。
Next, modified embodiments in which various modifications are made to the embodiment will be described. However, components having the same configuration as in the above embodiment are given the same reference numerals and description thereof is omitted as appropriate.
1] The structure of the base member 4 to which the anchor bolt 23 is attached is not limited to that of the above embodiment. For example, the number of anchor bolts 23 attached by increasing or decreasing the number of plate-like members 11 may be changed. Alternatively, instead of the base main body 10 and the plurality of plate-like members 11, a relatively thick one or a plurality of laminated plate materials spreading in a plane in the radial direction of the cylindrical body 2 are attached to the cylindrical body 2. A structure may be adopted in which a plurality of anchor bolts 23 are attached to the edge portion.

2]袋体3内に注入する加圧流体としては、前記実施形態のモルタルやコンクリート等の流動性固化材の他、水等の固化しない流体を用いることもできる。水等の流体を用いた場合には、柱状物を設置した後に、袋体内の水等を抜いて再び柱状物を撤去することが容易であり、仮設の柱状物用の基礎を構築する場合に特に適している。   2] As the pressurized fluid to be injected into the bag 3, a fluid that does not solidify, such as water, can be used in addition to the fluid solidifying material such as mortar and concrete of the above embodiment. When using a fluid such as water, it is easy to drain the water in the bag and remove the pillar again after installing the pillar, and when building a foundation for a temporary pillar Especially suitable.

本発明の実施形態に係る基礎構築用部材の平面図である。It is a top view of the member for foundation construction concerning the embodiment of the present invention. 図1のII-II線断面図である。It is the II-II sectional view taken on the line of FIG. 袋体の平面図である。It is a top view of a bag. 柱状物の基礎構築作業の工程を示す図である。It is a figure which shows the process of the foundation construction work of a columnar thing.

符号の説明Explanation of symbols

1 基礎構築用部材
2 筒状体
3 袋体
4 ベース部材
5 柱状物
10 ベース本体
11 板状部材
12 筒状部材
15 押しボルト
20 掘削孔
21 モルタル
23 アンカーボルト
DESCRIPTION OF SYMBOLS 1 Base construction member 2 Cylindrical body 3 Bag body 4 Base member 5 Columnar object 10 Base main body 11 Plate-shaped member 12 Cylindrical member 15 Push bolt 20 Excavation hole 21 Mortar 23 Anchor bolt

Claims (7)

剛直な筒状体とこの筒状体の外面に被せられた状態で筒状体に固定された袋体とを有し、地上に立設される柱状物の基礎を構築する為の基礎構築用部材を、予め地盤に形成された孔内に挿入する工程と、
前記袋体内に加圧流体を注入して前記孔内において袋体を膨張させる工程と、
を有することを特徴とする柱状物の基礎構築方法。
For building a foundation for building a foundation for a columnar object standing on the ground, which has a rigid tubular body and a bag body fixed to the tubular body in a state of covering the outer surface of the tubular body Inserting the member into a hole previously formed in the ground;
Injecting a pressurized fluid into the bag to inflate the bag in the hole;
A foundation construction method for a columnar article characterized by comprising:
前記基礎構築用部材は、前記筒状体の端部に設けられ且つ前記柱状物を固定する為の複数のアンカーボルトが取付けられるベース部材を有することを特徴とする請求項1に記載の柱状物の基礎構築方法。   2. The columnar object according to claim 1, wherein the foundation building member includes a base member provided at an end portion of the cylindrical body and to which a plurality of anchor bolts for fixing the columnar object are attached. Foundation construction method. 前記袋体は、複数本の経糸とこれら経糸に対してスパイラル状に連続して織り込まれた緯糸からなる継ぎ目のない筒状織物であって、長手方向途中部の径に対して両端部の径が小さい異径筒状織物であることを特徴とする請求項1又は2に記載の柱状物の基礎構築方法。   The bag body is a seamless tubular woven fabric composed of a plurality of warps and wefts that are continuously woven in a spiral shape with respect to these warps. The method of building a foundation for columnar objects according to claim 1, wherein the fabric is a cylindrical fabric having a different diameter. 地上に立設される柱状物の基礎を構築する為の基礎構築用部材であって、
剛直な筒状体と、
この筒状体の外面に被せられた状態で筒状体に固定された袋体と、
前記筒状体の端部に設けられ且つ前記柱状物を固定する為の複数のアンカーボルトが取付けられるベース部材と、
を有することを特徴とする柱状物の基礎構築用部材。
A member for building a foundation for building a foundation of a columnar object standing on the ground,
A rigid cylinder,
A bag body fixed to the cylindrical body in a state of covering the outer surface of the cylindrical body;
A base member provided at an end of the cylindrical body and to which a plurality of anchor bolts for fixing the columnar object are attached;
A member for foundation construction of a columnar article characterized by comprising:
前記ベース部材は、
前記筒状体の端部に取付けられた筒状のベース本体と、
このベース本体からベース本体の径方向外側に放射状に延び、且つ、ベース本体の長さ方向に平行な複数の板状部材と、
これら複数の板状部材の前記ベース本体と反対側の端部に夫々設けられ、前記筒状のベース本体の長さ方向に平行な複数の筒状部材と、
を有することを特徴とする請求項4に記載の柱状物の基礎構築用部材。
The base member is
A cylindrical base body attached to an end of the cylindrical body;
A plurality of plate-like members extending radially outward from the base body in the radial direction of the base body and parallel to the length direction of the base body;
A plurality of cylindrical members provided respectively at ends of the plurality of plate-like members on the side opposite to the base body, and parallel to the length direction of the cylindrical base body;
The member for foundation construction of a columnar article according to claim 4, wherein
前記ベース本体は、前記筒状体の端部に回動可能に取付けられており、
前記ベース部材は、前記ベース本体を前記筒状体に対して回動不能に固定する固定手段を有することを特徴とする請求項5に記載の柱状物の基礎構築用部材。
The base body is rotatably attached to the end of the cylindrical body,
6. The member for constructing a foundation for a columnar object according to claim 5, wherein the base member has fixing means for fixing the base body to the cylindrical body so as not to rotate.
剛直な筒状体と、この筒状体の外面に被せられた状態で筒状体に固定された袋体と、前記筒状体の端部に設けられ且つ前記柱状物を固定する為の複数のアンカーボルトが取付けられるベース部材とを有し、地盤に形成された孔内に挿入された基礎構築用部材と、
前記袋体内に注入された加圧流体と、
を含むことを特徴とする柱状物の基礎構造。
A rigid cylindrical body, a bag body fixed to the cylindrical body in a state of being covered on the outer surface of the cylindrical body, and a plurality of members provided at an end of the cylindrical body and for fixing the columnar body A base member to which the anchor bolt is attached, and a foundation construction member inserted into a hole formed in the ground,
A pressurized fluid injected into the bag;
The basic structure of the columnar object characterized by including.
JP2004040760A 2004-02-18 2004-02-18 Columnar foundation constructing method, foundation constructing member and foundation structure Pending JP2005232720A (en)

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Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114991201A (en) * 2022-08-04 2022-09-02 中国能源建设集团山西电力建设有限公司 Butt joint and foot wrapping pouring method for support stand column and base of photovoltaic power generation device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114991201A (en) * 2022-08-04 2022-09-02 中国能源建设集团山西电力建设有限公司 Butt joint and foot wrapping pouring method for support stand column and base of photovoltaic power generation device
CN114991201B (en) * 2022-08-04 2022-10-04 中国能源建设集团山西电力建设有限公司 Butt joint and foot-covering pouring method for support stand column and base of photovoltaic power generation device

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