JP2012172503A - Foundation member for supporting outdoor facility and foundation structure for supporting outdoor facility - Google Patents

Foundation member for supporting outdoor facility and foundation structure for supporting outdoor facility Download PDF

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JP2012172503A
JP2012172503A JP2011038912A JP2011038912A JP2012172503A JP 2012172503 A JP2012172503 A JP 2012172503A JP 2011038912 A JP2011038912 A JP 2011038912A JP 2011038912 A JP2011038912 A JP 2011038912A JP 2012172503 A JP2012172503 A JP 2012172503A
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support
foamed resin
foundation
base
exterior
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Makoto Machida
誠 町田
Izuru Shimabukuro
出 島袋
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Sekisui Kasei Co Ltd
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Sekisui Plastics Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To greatly reduce compression fracture of a foamed resin-made foundation due to a horizontal load from a column (outdoor facility) in a support structure of a column (outdoor facility) foundation part using a foamed resin molding as a foundation.SOLUTION: A foundation member A for supporting outdoor facilities includes a foamed resin-made foundation 30 having a through hole 35, a first support plate 10 made of a material harder than foamed resin constituting the foamed resin-made foundation 30 and arranged on one end face 36 of the foamed resin-made foundation 30, and a second support plate 20 arranged on the other end face 37 of the foamed resin-made foundation 30. A lower part of a column (outdoor facility) 40 is fixed to the first support plate 10 and second support plate 20 while inserted into the through hole 35, and buried in the foundation S in the state.

Description

本発明は、塀、フェンス、車止め支柱などの外構資材(住宅外構資材)を地盤に据え付けるための外構支持用基礎部材、および該外構支持用基礎部材を用いた外構基礎部の支持構造に関する。   The present invention relates to a base member for external support for installing external materials (housing external materials) such as fences, fences, car stoppers, etc. on the ground, and an external foundation portion using the external support base member. It relates to the support structure.

従来、上記したような外構資材を地盤に据え付けるためには、基礎として、現場打ちの鉄筋コンクリートが多く使用されている。外構据え付けの現場で、鉄筋コンクリートのための配筋やコンクリートの打設を行うのは手間が掛かることから、予め箱状に作られた鉄筋コンクリート製基礎を地盤に埋設してそこに外構資材を取り付けることが提案されている(特許文献1参照)。しかし、鉄筋コンクリート製基礎自身の重量が重いために、鉄筋コンクリート製基礎の運搬および現場での設置が容易でなく、重機を必要とするという不都合を含んでいる。   Conventionally, on-site reinforced concrete is often used as a foundation to install the exterior materials as described above on the ground. Since it takes time and effort to place reinforcements and place concrete for reinforced concrete at the site of external installation, a reinforced concrete foundation made in a box shape in advance is buried in the ground and external materials are placed there. It has been proposed to attach (see Patent Document 1). However, since the weight of the reinforced concrete foundation itself is heavy, it is not easy to transport the reinforced concrete foundation and install it on site, and it involves the disadvantage that heavy machinery is required.

そこで、軽量である発泡樹脂成形体を支柱基礎とする柱状構造物が提案されている(特許文献2参照)。そこでは、発泡樹脂からなる基礎に設けた支柱挿入孔へ支柱の地盤埋設部分を遊嵌状態に挿入し、支柱挿入孔内面と支柱との間に形成される間隙にモルタル、コンクリートなどの硬化性充填材を充填、硬化させるようにしており、支柱を発泡樹脂製基礎に直接支持させる場合に較べて発泡樹脂製基礎における風荷重などに対する受圧面積が増大し、発泡樹脂製基礎の単位面積あたりに作用する圧縮荷重がその分減少することから、発泡樹脂製基礎が破壊されることを防止することができる、と記載されている。   Then, the columnar structure which uses the foaming resin molding which is lightweight as a support | pillar foundation is proposed (refer patent document 2). There, the ground buried part of the column is inserted loosely into the column insertion hole provided in the foundation made of foamed resin, and mortar, concrete, etc. are cured in the gap formed between the column insertion hole inner surface and the column Filling material is filled and cured, and the pressure-receiving area against the wind load in the foamed resin foundation is increased compared to the case where the support is directly supported by the foamed resin foundation. It is described that the foamed resin base can be prevented from being destroyed because the acting compressive load is reduced accordingly.

実開平5−77336号公報Japanese Utility Model Publication No. 5-77336 特開2000−282714号公報JP 2000-282714 A

特許文献2に記載される柱状構造物は、発泡樹脂からなる基礎を用いていることから、工期が短く、運搬や施工も容易で、地盤の脆弱な場所にも良好に施工できる利点を有している。しかし、支柱に風圧力(水平荷重)が働いた場合、通常、地盤の圧縮力は発泡樹脂の圧縮力より大きいため、図7に示すように、地盤面に支柱の風圧力が伝わる前に、硬化性充填材が接する発泡樹脂面が圧縮破壊し、支柱および硬化性充填材の支持が不安定になるのを十分には回避できないという不都合を含んでいる。なお、図7において、Lは地表面、1は支柱、2は発泡樹脂からなる基礎、3は硬化充填材であり、黒く塗り潰した部分が、発泡樹脂面の圧縮破壊した部分を示している。   Since the columnar structure described in Patent Document 2 uses a foundation made of foamed resin, the construction period is short, transportation and construction are easy, and it has the advantage of being able to be well constructed even in weak ground locations. ing. However, when wind pressure (horizontal load) is applied to the struts, since the compressive force of the ground is usually larger than the compressive force of the foamed resin, as shown in FIG. 7, before the wind pressure of the props is transmitted to the ground surface, There is a disadvantage that the foamed resin surface with which the curable filler is in contact cannot be avoided sufficiently due to compression failure and the support of the support column and the curable filler becoming unstable. In FIG. 7, L is the ground surface, 1 is a support, 2 is a foundation made of foamed resin, 3 is a cured filler, and the blacked-out portion shows the portion of the foamed resin surface that has been compressed and broken.

本発明は、発泡樹脂成形体を基礎として用いる支柱(外構)基礎部の支持構造において、施工が容易であり低コストで施工できるという従来の利点はそのまま生かしながら、発泡樹脂成形体からなる基礎が支柱(外構)からの水平荷重によって圧縮破壊するのを大きく低減することができ、それにより、長期間にわたって外構を安定した状態で地盤に据え付けておくことができる、外構支持用基礎部材および外構基礎部の支持構造を提供することを課題とする。   The present invention provides a support structure for a support (external) base portion using a foamed resin molded body as a foundation, while the conventional advantages of being easy to construct and being able to be constructed at a low cost are utilized as they are, and a foundation made of a foamed resin molded body. Can greatly reduce the compressive failure due to horizontal load from the struts (exterior), and can be installed on the ground in a stable state for a long period of time. It is an object of the present invention to provide a support structure for a member and an exterior foundation.

本発明による外構支持用基礎部材は、発泡樹脂製基礎を支持部材の一部として含む外構支持用基礎部材であって、地盤に埋設される外構下部が入り込む貫通孔が一方の端面から他方の端面に亘るようにして形成されている発泡樹脂製基礎と、前記発泡樹脂製基礎を構成する発泡樹脂よりも硬質の材料からなり前記外構下部が通過できる開口と前記外構下部への固定手段を備え前記発泡樹脂製基礎の一方の端面に配置される第1の支持板と、前記発泡樹脂製基礎を構成する発泡樹脂よりも硬質の材料からなり前記外構下部への固定手段を備え前記発泡樹脂製基礎の他方の端面に配置される第2の支持板と、を備えることを特徴とする。   The foundation support base member according to the present invention is a foundation support base member including a foamed resin base as a part of the support member, and a through hole into which a lower part of the exterior structure embedded in the ground enters from one end face. A foamed resin base formed so as to extend over the other end face, an opening made of a material harder than the foamed resin constituting the foamed resin base, and an opening through which the exterior lower part can pass to the exterior lower part A first support plate provided with a fixing means and disposed on one end face of the foamed resin base, and a fixing means made of a material harder than the foamed resin constituting the foamed resin base, And a second support plate disposed on the other end face of the foamed resin base.

本発明による外構基礎部の支持構造は、上記の本発明による外構支持用基礎部材が、前記発泡樹脂製基礎の上端面に前記第1の支持板を下端面に前記第2の支持板を密接させた状態で地盤中に埋設されており、外構の下方部分が前記埋設された外構支持用基礎部材の前記発泡樹脂製基礎に形成した前記貫通孔内に入り込んでおり、かつ前記第1の支持板および第2の支持板に形成した固定手段によって外構支持用基礎部材に一体に固定されていることを特徴とする。   According to the present invention, there is provided a structure for supporting a base of the exterior structure, wherein the base member for exterior support according to the present invention is configured such that the first support plate is disposed on the upper end surface of the foamed resin base and the second support plate is disposed on the lower end surface. Is embedded in the ground in a state of being closely contacted, and the lower part of the outer structure enters into the through-hole formed in the foamed resin base of the embedded base material for supporting the outer structure, and The first support plate and the second support plate are integrally fixed to the exterior support base member by fixing means formed on the first support plate and the second support plate.

本発明による外構基礎部の支持構造では、外構の地上部が風圧を受けたときに発生する水平方向の力(モーメント力)は、発泡樹脂製基礎に形成した貫通孔の内周面と該貫通構内に入り込んでいる外構の下部との接触面に加えて、外構に固定された前記第1の支持板と第2の支持板を介して発泡樹脂製基礎の上端面と下端面にも作用する。すなわち、発泡樹脂製基礎は、従来の支持構造の場合と比較して、外構の地上部が風圧を受けたときに発生する水平方向の力を、より広い面積で分散して受けることができる。それにより、発泡樹脂製基礎に局所的な圧縮破壊が生じるのを効果的に回避することができる。また、圧縮破壊が生じる場合でも、そのときの外構の地上部が風圧を受けることで発生する水平方向の力(モーメント力)の限界荷重も高い値となる。そのために、高い安定性を備えた外構基礎部の支持構造が構築される。   In the external structure foundation support structure according to the present invention, the horizontal force (moment force) generated when the ground portion of the external structure is subjected to wind pressure is generated by the inner peripheral surface of the through-hole formed in the foamed resin foundation. In addition to the contact surface with the lower part of the outer structure entering the penetrating premises, the upper end surface and the lower end surface of the base made of foamed resin through the first support plate and the second support plate fixed to the outer structure Also works. That is, the foamed resin base can receive a horizontal force generated when the ground portion of the exterior receives wind pressure in a wider area compared to the conventional support structure. . Thereby, it is possible to effectively avoid the occurrence of local compressive failure in the foamed resin base. Even when compression fracture occurs, the limit load of the horizontal force (moment force) generated when the ground portion of the outer structure receives wind pressure at that time is also a high value. For this purpose, a support structure for the exterior base portion having high stability is constructed.

発泡樹脂製基礎の上下の端面の面積および周囲の側壁の面積をどの程度とするかは、支持構造を構築する施工現場の状況と、当該支持構造の設計時に、支持しようとする外構の地上部が受けると想定する水平方向の力に応じて、施工現場ごとに適宜選定すればよい。   The extent of the area of the top and bottom end faces and the surrounding side walls of the foamed resin foundation depends on the construction site where the support structure is built and the ground surface of the external structure to be supported when designing the support structure. What is necessary is just to select suitably for every construction site according to the force of the horizontal direction assumed that a part receives.

本発明による外構基礎部の支持構造において、外構下部は、発泡樹脂製基礎の下端面よりも下方に延出していてもよい。その場合には、前記第2の支持板として、外構下部が通過できる開口を備えた形態のものが用いられる。   In the support structure for the exterior base portion according to the present invention, the exterior lower portion may extend below the lower end surface of the foamed resin base. In that case, the thing of the form provided with the opening which can pass the exterior lower part is used as said 2nd support plate.

本発明による外構基礎部の支持構造において、前記発泡樹脂製基礎は、一体成形品であってもよく、貫通孔の軸線方向で分割された2つ以上の分割体で構成されていてもよい。貫通孔の軸線に垂直な方向で分割された2つ以上の分割体で構成されていてもよい。施工のし易さと、外構下部への取り付けやすさを考慮して、適宜選択すればよい。もちろん、分割体で構成する場合には、接着するあるいは締め付けバンドやシートを用いる等の適宜の手段で分離しないように一体に固定することが必要となる。   In the support structure of the exterior base portion according to the present invention, the foamed resin base may be an integrally molded product, or may be composed of two or more divided bodies divided in the axial direction of the through hole. . You may be comprised by the 2 or more division body divided | segmented in the direction perpendicular | vertical to the axis line of a through-hole. What is necessary is just to select suitably considering the ease of construction and the ease of attachment to the exterior lower part. Of course, in the case of the divided body, it is necessary to fix them integrally so as not to be separated by appropriate means such as bonding or using a fastening band or a sheet.

本発明による外構基礎部の支持構造において、前記発泡樹脂製基礎は周囲の側壁が平坦面であってもよく、両端面を除く外側面に凹凸が形成されていてもよい。後者の場合には、地下水位の上昇によって発泡樹脂製基礎に浮力が生じたときに、周囲の地盤との間の摩擦抵抗を大きくすることができ、支持構造が不安定になるのを回避できる。   In the support structure for the exterior base portion according to the present invention, the foamed resin base may have a flat peripheral side wall, and may have irregularities formed on the outer surface except for both end surfaces. In the latter case, when buoyancy occurs in the foam resin base due to the rise in the groundwater level, it is possible to increase the frictional resistance with the surrounding ground, and to prevent the support structure from becoming unstable. .

本発明による外構基礎部の支持構造において、発泡樹脂製基礎に形成した貫通孔の内周面と該貫通構内に入り込んでいる外構下部とは、全面で面接触していてもよく、一部で面接触していてもよく、まったく接触していなくてもよい。まったく接触していない形状の場合には、外構の地上部が風圧を受けたときに発生する水平方向の力は、第1と第2の支持板を介して、発泡樹脂製基礎の上下の端面で受けると同時に、第1と第2の支持板に挟まれた発泡樹脂製基礎が地盤内で第1と第2の支持板とともに回転しようとするときに、発泡樹脂製基礎の地盤接触面でも受けることとなる。   In the outer structure foundation support structure according to the present invention, the inner peripheral surface of the through hole formed in the foamed resin foundation and the outer structure lower portion entering the penetration structure may be in surface contact with the entire surface. The part may be in surface contact or may not be in contact at all. In the case of a shape that is not in contact at all, the horizontal force generated when the ground part of the exterior receives wind pressure is applied to the top and bottom of the foamed resin base via the first and second support plates. When the foamed resin base sandwiched between the first and second support plates tries to rotate with the first and second support plates in the ground at the same time as receiving at the end face, the ground contact surface of the foamed resin base But you will receive it.

外構支持用基礎部材を構成する発泡樹脂製基礎を構成する樹脂種や発泡倍率は、各施工現場において発泡樹脂製基礎に作用する最大荷重を考慮して適宜設定すればよい。樹脂種としては、ポリスチレン系樹脂、ポリオレフィン系樹脂、ポリスチレン系樹脂等が例示される。型内発泡成形品でもよく押出発泡成形品でもよい。   What is necessary is just to set suitably the resin seed | species and foaming magnification which comprise the foam resin foundation which comprises the base member for exterior support, considering the maximum load which acts on a foam resin foundation in each construction site. Examples of the resin species include polystyrene resins, polyolefin resins, polystyrene resins, and the like. It may be an in-mold foam molded product or an extrusion foam molded product.

外構支持用基礎部材を構成する第1と第2の支持板の材料は、基本的には、前記発泡樹脂製基礎を構成する発泡樹脂よりも硬質の材料であれば任意のものを用いることができる。しかし、地盤中に長日数放置されることから、耐食性の高い材料であることはより好ましく、例として、耐食性の高いステンレス鋼板のような鋼板あるいはFRPのような強化プラスチック板などが挙げられる。   Basically, any material may be used for the first and second support plates constituting the exterior support base member as long as the material is harder than the foam resin constituting the foam resin base. Can do. However, since it is left in the ground for a long period of time, it is more preferable that the material has high corrosion resistance. Examples thereof include a steel plate such as a stainless steel plate having high corrosion resistance or a reinforced plastic plate such as FRP.

本発明において、外構支持用基礎部材が地盤中で支持しようとする外構に制限はない。塀、フェンス、車止めなどの支柱を例示できるが、これに限らない。塀やフェンスの下部を直接外構支持用基礎部材で支持するようにしてもよい。   In this invention, there is no restriction | limiting in the external structure which the basic member for external structure support tends to support in the ground. Examples of the pillars such as a fence, a fence, and a car stop can be exemplified, but the present invention is not limited thereto. You may make it support the lower part of a cage | basket or a fence directly with the base member for exterior support.

本発明によれば、施工が容易であり低コストでの施工が可能でありながら、基礎としての発泡樹脂製基礎が、支持している外構の地上部からの水平荷重によって圧縮破壊するのを大きく回避することができ、長期間にわたって外構を安定した状態で地盤に据え付けておくことのできる外構支持用基礎部材、および外構基礎部の支持構造が得られる。   According to the present invention, while the construction is easy and low-cost construction is possible, the foundation made of foamed resin as a foundation is subject to compressive failure due to the horizontal load from the ground part of the supporting exterior. A base member for external support that can be largely avoided and can be installed on the ground in a stable state over a long period of time, and a support structure for the external base portion.

本発明による外構支持用基礎部材の一実施の形態を分解して示す図。The figure which decomposes | disassembles and shows one Embodiment of the foundation member for exterior support by this invention. 組み立てた状態の外構支持用基礎部材を示す図。The figure which shows the base member for exterior support of the assembled state. 本発明による外構基礎部の支持構造の断面と力の分散状態を説明する図。The figure explaining the cross section of the support structure of the exterior base part by this invention, and the dispersion | distribution state of force. 外構支持用基礎部材と外構下部の固定状態の2つの態様を説明する図。The figure explaining the two aspects of the fixed state of the base member for exterior support, and the exterior lower part. 外構支持用基礎部材と外構下部の固定状態のさらに2つの態様を説明する図。The figure explaining the further two aspects of the fixed state of the base member for exterior support, and the exterior lower part. 本発明による外構支持用基礎部材の他の実施の形態を示す図。The figure which shows other embodiment of the foundation member for exterior support by this invention. 発泡樹脂製基礎を基礎に持つ従来の柱状構造物の一例を説明する図。The figure explaining an example of the conventional columnar structure which has a foundation made from a foamed resin.

以下、実施の形態に基づき本発明を説明する。
図1および図2は、本発明による外構支持用基礎部材の一例を示している。この外構支持用基礎部材Aは、第1の支持板10と、第2の支持板20と、発泡樹脂製基礎30とを備える。外構支持用基礎部材Aは、図3に示すように、地盤S中に埋設されて、外構(この例では支柱40)の下部を支持するのに用いられる。この例において、支持しようとする支柱40は鋼板製の角柱である。
Hereinafter, the present invention will be described based on embodiments.
FIG. 1 and FIG. 2 show an example of a base member for exterior support according to the present invention. This exterior support base member A includes a first support plate 10, a second support plate 20, and a foamed resin base 30. As shown in FIG. 3, the base member A for external structure support is embedded in the ground S and used to support the lower part of the external structure (in this example, the support column 40). In this example, the support column 40 to be supported is a prism made of steel plate.

前記発泡樹脂製基礎30は、例えばポリスチレン系樹脂の発泡体で作られている。該発泡樹脂製基礎30は、同形状である第1の直方体31と第2の直方体32からなっており、対向する面には上端面から下端面に亘るようにして断面コ状の凹溝33,34が形成されている。第1の直方体31と第2の直方体32とを一体に組み合わせることで、その中央部には、断面4角形である貫通孔35(図2参照)が形成される。この例において、該貫通孔35の断面の大きさは、角柱である支柱40の断面の大きさとほぼ等しくされている。   The foamed resin base 30 is made of, for example, a polystyrene resin foam. The foamed resin base 30 is composed of a first rectangular parallelepiped 31 and a second rectangular parallelepiped 32 having the same shape, and a concave groove 33 having a U-shaped cross section extends from the upper end surface to the lower end surface on opposing surfaces. , 34 are formed. By integrally combining the first cuboid 31 and the second cuboid 32, a through-hole 35 (see FIG. 2) having a quadrangular cross section is formed at the center. In this example, the size of the cross section of the through hole 35 is substantially equal to the size of the cross section of the support column 40 which is a prism.

前記第1の支持板10は、ステンレス鋼板で作られており、前記第1の直方体31と第2の直方体32とを合体して形成される直方体状の発泡樹脂製基礎30の上端面36と同じ形状と大きさの平板11を有している。そして、該平板11の前記上端面36に形成される貫通孔35に対向する位置には、該貫通孔35と同じ形状と大きさの4角形である開口12が形成されている。該開口12の4辺にはフランジ13が立設されており、該フランジ13の対向する2片には固定用ねじ14,15が螺合されている。   The first support plate 10 is made of a stainless steel plate, and includes an upper end surface 36 of a rectangular parallelepiped foamed resin base 30 formed by combining the first cuboid 31 and the second cuboid 32. The flat plate 11 has the same shape and size. A rectangular opening 12 having the same shape and size as the through hole 35 is formed at a position facing the through hole 35 formed in the upper end surface 36 of the flat plate 11. A flange 13 is erected on the four sides of the opening 12, and fixing screws 14 and 15 are screwed into two opposing pieces of the flange 13.

前記第2の支持板20も、同様にステンレス鋼板で作られており、前記直方体状の発泡樹脂製基礎30の下端面37と同じ形状と大きさの平板21を有し、該平板21の前記下端面37における貫通孔35に対向する位置には、フランジ23が立設されている。そして、該フランジ23の対向する2片には固定用ねじ24,25が螺合されている。   Similarly, the second support plate 20 is also made of a stainless steel plate, and has a flat plate 21 having the same shape and size as the lower end surface 37 of the rectangular parallelepiped foamed resin base 30. A flange 23 is erected at a position facing the through hole 35 in the lower end surface 37. Fixing screws 24 and 25 are screwed into two opposing pieces of the flange 23.

外構支持用基礎部材Aの組み立て、および支柱40の下部への外構支持用基礎部材Aの一体化は任意の方法で行うことができる。一例として、最初に、第1の支持板10を、その開口12内に支柱40を通過させて支柱40に取り付ける。次に、第2の支持板20のフランジ23の部分に支柱40の下端部の貫通孔35内に差し込み、その後、固定用ねじ24,25を締め付けることで、第2の支持板20を支柱40の下端に固定する。   The assembly of the base member A for external support and the integration of the base member A for external support to the lower part of the support column 40 can be performed by an arbitrary method. As an example, first, the first support plate 10 is attached to the support column 40 by passing the support column 40 through the opening 12. Next, the second support plate 20 is inserted into the through hole 35 at the lower end portion of the support column 40 into the flange 23 portion of the second support plate 20, and then the fixing screws 24 and 25 are tightened, thereby attaching the second support plate 20 to the support column 40. Secure to the bottom of the.

先に取り付けた第1の支持板10と固定した第2の支持板20との間に、前記第1の直方体31と第2の直方体32とを、その凹溝33,34内で支柱40を挟み込むようにして取り付けることで、前記発泡樹脂製基礎30とする。その際に、第1の直方体31と第2の直方体32の対向する面に接着剤を塗布しておき、両者の一体化を図る。成形された発泡樹脂製基礎30を第2の支持板20の位置まで押し下げ、発泡樹脂製基礎30の下端面37と第2の支持板20とを密接させる。その後、第1の支持板10を押し下げて発泡樹脂製基礎30の上端面36と密接させ、その状態で固定用ねじ14,15を締め付けて、第1の支持板10を支柱40に固定する。   The first rectangular parallelepiped 31 and the second rectangular parallelepiped 32 are placed between the first support plate 10 and the fixed second support plate 20, and the column 40 is disposed in the concave grooves 33 and 34. The foamed resin base 30 is formed by attaching the sandwiched resin. In that case, the adhesive agent is apply | coated to the surface which the 1st rectangular parallelepiped 31 and the 2nd rectangular parallelepiped 32 oppose, and both are aimed at integration. The molded foam resin base 30 is pushed down to the position of the second support plate 20 to bring the lower end surface 37 of the foam resin base 30 and the second support plate 20 into close contact with each other. Thereafter, the first support plate 10 is pushed down and brought into close contact with the upper end surface 36 of the foamed resin base 30, and the fixing screws 14 and 15 are tightened in this state to fix the first support plate 10 to the column 40.

そのようにして組み立てたものを、施工現場に掘削した穴の中に、外構支持用基礎部材Aの部分が地盤S中に埋設するようにして立設し、地表面Lまで穴を埋め戻すことで、本発明による外構基礎部の支持構造の施工が終了する。そのようにして施工された支持構造が図3に示される。   The assembly thus assembled is erected in the hole excavated at the construction site so that the portion of the base member A for external support is embedded in the ground S, and the hole is backfilled to the ground surface L. This completes the construction of the support structure for the exterior foundation according to the present invention. The support structure thus constructed is shown in FIG.

図3に示される支柱40(外構)の基礎部の支持構造において、支柱40に風圧力が作用すると、支柱40は仮想線の方向に傾動しようとして、図7に示した場合と同様にモーメント力が生じる。発生したモーメント力の一部は、第1の支持板10を介して、発泡樹脂製基礎30の上端面36のほぼ半分の面積を下方に圧縮する方向に作用し、また、第1の支持板10の反対側の領域では地盤を上方に圧縮するように作用する。同時に、発生したモーメント力の一部は、第2の支持板20を介して、発泡樹脂製基礎30の下端面37における、前記発泡樹脂製基礎30の上端面36において圧縮応力が作用している領域面とは反対側の領域において発泡樹脂製基礎30を上方に圧縮するように作用し、また、第2の支持板20の反対側の領域では地盤を下方に圧縮するように作用する。第1の支持板10が発泡樹脂製基礎30の上端面36に与える圧縮応力と第2の支持板20が発泡樹脂製基礎30の下端面37に与える圧縮応力の大きさは、方向は反対であるがほぼ等しい。また、図3に示す例では、発泡樹脂製基礎30は、支持板10と支持板20に密着し挟み込まれ、外構支持用基礎部材A全体が回転する状態となっているので、発生したモーメント力の一部は、発泡樹脂製基礎30の地盤接触面にも作用する。   In the support structure of the base portion of the support column 40 (exterior) shown in FIG. 3, when wind pressure acts on the support column 40, the support column 40 tends to tilt in the direction of the phantom line, and the moment is the same as in the case shown in FIG. Power is generated. Part of the generated moment force acts through the first support plate 10 in the direction of compressing downward substantially half the area of the upper end surface 36 of the foamed resin base 30, and the first support plate In the area opposite to 10, it acts to compress the ground upward. At the same time, a part of the generated moment force is subjected to compressive stress on the upper end surface 36 of the foamed resin base 30 at the lower end surface 37 of the foamed resin base 30 via the second support plate 20. It acts to compress the foamed resin base 30 upward in a region opposite to the region surface, and acts to compress the ground downward in a region opposite to the second support plate 20. The magnitudes of the compressive stress that the first support plate 10 applies to the upper end surface 36 of the foamed resin base 30 and the compressive stress that the second support plate 20 applies to the lower end surface 37 of the foamed resin base 30 are opposite in direction. There is almost equal. In the example shown in FIG. 3, the foamed resin base 30 is in close contact with and sandwiched between the support plate 10 and the support plate 20, and the entire exterior support base member A rotates. A part of the force also acts on the ground contact surface of the foamed resin base 30.

上記のように、支柱40が傾動しようとすることにより発生するモーメント力は、第1の支持板10と発泡樹脂製基礎30の上端面36との接触面、第2の支持板20と発泡樹脂製基礎30の下端面37との接触面、および発泡樹脂製基礎30の地盤接触面に分散して発泡樹脂製基礎30に作用するので、応力の分散が図られることとなり、第1の支持板10および第2の支持板20を備えない場合と比較して、発泡樹脂製基礎30の周側面が地盤Sから受ける圧縮力は小さくなり、作用する圧縮応力によって発泡樹脂製基礎30が圧縮破壊する可能性を大きく低減することができる。   As described above, the moment force generated by the inclination of the support column 40 is the contact surface between the first support plate 10 and the upper end surface 36 of the foamed resin base 30, the second support plate 20 and the foamed resin. Since it acts on the foamed resin base 30 by being dispersed on the contact surface with the lower end surface 37 of the base 30 and the ground contact surface of the foamed resin base 30, the stress is dispersed and the first support plate Compared with the case where 10 and the second support plate 20 are not provided, the compressive force that the peripheral side surface of the foamed resin base 30 receives from the ground S is reduced, and the foamed resin base 30 is compressed and broken by the acting compressive stress. The possibility can be greatly reduced.

発泡樹脂製基礎30に形成される貫通孔35の内周面と、そこに挿入される支柱40の下部との間に隙間ができるようにして、支柱40の下部に外構支持用基礎部材Aを取り付けるようにしてもよい。図4と図5はそのいくつかの例を上面図と側面図で示している。図4(a)(b)に示す例は、支柱40は角柱であるが、その外形寸法が発泡樹脂製基礎30に形成される貫通孔35の大きさよりも小さくされている。そして、図4(a)に示す例では、支柱40は、フランジ13(23)の4辺に取り付けた固定用ねじ14〜17(24〜27)によって、貫通孔35のほぼ中心位置となるようにして、外構支持用基礎部材Aに固定されている。図4(b)に示す例では、フランジ13(23)から支柱40を横断するようにして十文字状に長ナット51,52が挿入され、該長ナット51,52の他端をフランジ13(23)に取り付けた固定用ねじ14(24)、16(26)により固定することで、支柱40と外構支持用基礎部材Aに相互に固定されている。   A base member A for supporting the exterior is formed in the lower portion of the support column 40 so that a gap is formed between the inner peripheral surface of the through hole 35 formed in the foamed resin base 30 and the lower portion of the support column 40 inserted therein. May be attached. 4 and 5 show some examples in top and side views. In the example shown in FIGS. 4 (a) and 4 (b), the support column 40 is a rectangular column, but its outer dimension is made smaller than the size of the through hole 35 formed in the foamed resin base 30. And in the example shown to Fig.4 (a), the support | pillar 40 is set to the substantially center position of the through-hole 35 with the fixing screws 14-17 (24-27) attached to the four sides of the flange 13 (23). Thus, it is fixed to the base member A for exterior support. In the example shown in FIG. 4B, long nuts 51 and 52 are inserted in a cross shape from the flange 13 (23) so as to cross the support column 40, and the other ends of the long nuts 51 and 52 are connected to the flange 13 (23). ) Are fixed to the support column 40 and the base member A for exterior support by being fixed by the fixing screws 14 (24) and 16 (26) attached to the outer structure.

図5(a)(b)に示す例は、支柱40が円筒であり、その直径は発泡樹脂製基礎30に形成される貫通孔35の一辺の長さよりも小さくされている。そして、図5(a)に示す例では、支柱40は、フランジ13(23)の1辺に取り付けた固定用の長ねじ53を支柱40の円筒内に挿入することで、円筒である支柱40の外周面の一部のみが発泡樹脂製基礎30に形成される貫通孔35の内周面に接した状態で、外構支持用基礎部材Aに固定されている。図5(b)に示す例では、図4(a)に示す例と同様に、支柱40は、フランジ13(23)の4辺に取り付けた固定用ねじ14〜17(24〜27)によって、貫通孔35のほぼ中心位置となるようにして、外構支持用基礎部材Aに固定されている。   In the example shown in FIGS. 5A and 5B, the support column 40 is a cylinder, and the diameter thereof is smaller than the length of one side of the through hole 35 formed in the foamed resin base 30. In the example shown in FIG. 5A, the support column 40 is a cylindrical support column 40 by inserting a fixing long screw 53 attached to one side of the flange 13 (23) into the cylinder of the support column 40. In this state, only a part of the outer peripheral surface is fixed to the base member A for outer structure support in a state where it is in contact with the inner peripheral surface of the through hole 35 formed in the foamed resin base 30. In the example shown in FIG. 5B, as in the example shown in FIG. 4A, the support column 40 is fixed by the fixing screws 14 to 17 (24 to 27) attached to the four sides of the flange 13 (23). The outer support base member A is fixed so as to be substantially at the center position of the through hole 35.

このように、支柱40を発泡樹脂製基礎30に形成される貫通孔35と接しないか、あるいは一部のみが接するようにして外構支持用基礎部材Aに固定することにより、支持板10と支柱30の接合部に雨水が溜まっても、貫通孔35を通じて排出できるという利点が生じる。   In this way, the support plate 10 is fixed by fixing the support column 40 to the base member A for exterior support so that the support column 40 does not contact the through-hole 35 formed in the foamed resin base 30 or only a part thereof. Even if rainwater accumulates at the joint portion of the column 30, there is an advantage that it can be discharged through the through hole 35.

図6は、本発明による外構支持用基礎部材の他の形態を示している。この外構支持用基礎部材A1は、発泡樹脂製基礎30がその表面に凹凸38を有する点で前記した外構支持用基礎部材Aと相違する。このように発泡樹脂製基礎30がその表面に凹凸38を形成することにより、図3に示すようにして外構支持用基礎部材A1を地盤S中に埋設して支柱40を立設したときに、地下水位の上昇によって発泡樹脂製基礎30に浮力が生じて浮き上がろうとするのを周囲の地盤との間の摩擦抵抗を大きくすることで、防止することができる。   FIG. 6 shows another embodiment of the base member for exterior support according to the present invention. This external support base member A1 is different from the external support base member A described above in that the foamed resin base 30 has irregularities 38 on the surface thereof. As shown in FIG. 3, when the foamed resin base 30 forms the irregularities 38 on the surface thereof, when the exterior support base member A <b> 1 is embedded in the ground S and the column 40 is erected. By increasing the frictional resistance with the surrounding ground, it is possible to prevent buoyancy from occurring in the foamed resin base 30 due to the rise of the groundwater level and increase the frictional resistance with the surrounding ground.

なお、上記の例では、発泡樹脂製基礎30を全体として角柱状のものとして示したが、これは例示であって、外形形状は円筒や三角柱等、任意であってよい。また、全体として上広がりまたは下広がりの円錐台あるいは角錐台のような形状であってもよい。発泡樹脂製基礎30は一体成形品であってもよく、3個以上の分割体の組み合わせであってもよい。上下方向に分割したものの組み合わせであってもよい。その場合に、個々の分割体がバラバラにならないように、相互に接着剤を用いて接合するか、バンドやシートで全体を一体に固定することが必要となる。   In the above example, the foamed resin base 30 is shown as a prismatic shape as a whole, but this is an example, and the outer shape may be arbitrary, such as a cylinder or a triangular prism. Further, it may have a shape like a truncated cone or a truncated pyramid that is spread upward or downward as a whole. The foamed resin base 30 may be an integrally molded product or a combination of three or more divided bodies. It may be a combination of those divided in the vertical direction. In that case, it is necessary to bond them together using an adhesive or to fix them together with a band or a sheet so that the individual divided bodies do not fall apart.

また、第1の支持板10と第2の支持板20の形状と大きさを、発泡樹脂製基礎30の上端面36と下端面37と同じものとして示したが、異なった形状と大きさのものであってもよい。第1の支持板10と第2の支持板20とを発泡樹脂製基礎30の上端面36および下端面37よりも大きな形状とすることで、一層安定した外構基礎部の支持構造が得られる。   Moreover, although the shape and magnitude | size of the 1st support plate 10 and the 2nd support plate 20 were shown as the same as the upper end surface 36 and the lower end surface 37 of the foamed resin base 30, it was different in shape and size. It may be a thing. By making the first support plate 10 and the second support plate 20 larger than the upper end surface 36 and the lower end surface 37 of the foamed resin base 30, a more stable support structure of the exterior base portion can be obtained. .

また、第2の支持板20として、開口を有しないものを示したが、第1の支持板10と同様に支柱40が通過する開口を形成したものを用いてもよい。   Moreover, although what has no opening was shown as the 2nd support plate 20, you may use what formed the opening which the support | pillar 40 passes similarly to the 1st support plate 10. FIG.

A…外構支持用基礎部材、
10…第1の支持板、
20…第2の支持板、
11、21…平板、
12、22…開口、
13、23…フランジ、
14,15、24,25…固定用ねじ、
30…発泡樹脂製基礎、
31…第1の直方体、
32…第2の直方体、
33,34…凹溝、
35…貫通孔、
36…発泡樹脂製基礎の上端面、
37…発泡樹脂製基礎の下端面、
40…外構(支柱)。
A ... Foundation member for exterior support,
10 ... 1st support plate,
20 ... the second support plate,
11, 21 ... flat plate,
12, 22 ... opening,
13, 23 ... Flange,
14, 15, 24, 25 ... fixing screws,
30 ... Foundation made of foamed resin,
31 ... the first rectangular parallelepiped,
32. Second rectangular parallelepiped,
33, 34 ... concave groove,
35 ... through hole,
36 ... the upper end surface of the foam resin base,
37 ... lower end surface of the foam resin base,
40 ... Exterior (post).

Claims (5)

発泡樹脂製基礎を支持部材の一部として持つ外構支持用基礎部材であって、
地盤に埋設される外構下部が入り込む貫通孔が一方の端面から他方の端面に亘るようにして形成されている発泡樹脂製基礎と、
前記発泡樹脂製基礎を構成する発泡樹脂よりも硬質の材料からなり前記外構下部が通過できる開口と前記外構下部への固定手段を備え前記発泡樹脂製基礎の一方の端面に配置される第1の支持板と、
前記発泡樹脂製基礎を構成する発泡樹脂よりも硬質の材料からなり前記外構下部への固定手段を備え前記発泡樹脂製基礎の他方の端面に配置される第2の支持板と、
を備えることを特徴とする外構支持用基礎部材。
A base member for exterior support having a foam resin base as a part of the support member,
A foamed resin base formed with a through-hole into which the lower part of the outer structure embedded in the ground enters from one end surface to the other end surface;
An opening made of a material harder than the foamed resin constituting the foamed resin base and having an opening through which the lower part of the outer structure can pass and a fixing means to the lower part of the outer structure is disposed on one end surface of the base of the foamed resin. 1 support plate;
A second support plate made of a material harder than the foamed resin constituting the foamed resin base and provided with a fixing means to the lower part of the outer structure and disposed on the other end surface of the foamed resin base;
A base member for exterior support, comprising:
前記第2の支持板は前記外構下部が通過できる開口を備えることを特徴とする請求項1に記載の外構支持用基礎部材。   The foundation member for exterior support according to claim 1, wherein the second support plate has an opening through which the exterior lower portion can pass. 前記発泡樹脂製基礎は前記貫通孔の軸線方向で分割された2つ以上の分割体で構成されることを特徴とする請求項1または2に記載の外構支持用基礎部材。   The exterior support base member according to claim 1 or 2, wherein the foamed resin base is composed of two or more divided bodies divided in the axial direction of the through hole. 前記発泡樹脂製基礎は両端面を除く外側面に凹凸が形成されていることを特徴とする請求項1〜3のいずれか一項に記載の外構支持用基礎部材。   The foundation member for exterior support according to any one of claims 1 to 3, wherein the foamed resin base is formed with irregularities on an outer surface excluding both end surfaces. 請求項1〜4のいずれか一項に記載の外構支持用基礎部材が、前記発泡樹脂製基礎の上端面に前記第1の支持板を下端面に前記第2の支持板を密接させた状態で地盤中に埋設されており、外構の下方部分が前記埋設された外構支持用基礎部材の前記発泡樹脂製基礎に形成した前記貫通孔内に入り込んでおり、かつ前記第1の支持板および第2の支持板に形成した固定手段によって外構支持用基礎部材に一体に固定されていることを特徴とする外構基礎部の支持構造。   The base member for exterior support according to any one of claims 1 to 4, wherein the first support plate is in close contact with the upper end surface of the foamed resin base, and the second support plate is in close contact with the lower end surface. Embedded in the ground in a state where the lower part of the exterior enters into the through-hole formed in the foamed resin base of the embedded foundation support base member, and the first support A support structure for a foundation base portion, which is integrally fixed to a foundation support base member by fixing means formed on the plate and the second support plate.
JP2011038912A 2011-02-24 2011-02-24 Foundation member for supporting outdoor facility and foundation structure for supporting outdoor facility Withdrawn JP2012172503A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
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JP2017503102A (en) * 2014-01-17 2017-01-26 ロイヤル アドヒーシブ アンド シーランツ カナダ エルティーディーRoyal Adhesives & Sealants Canada Ltd. Polyurethane foam on footing foundation for load bearing structure
US10364544B2 (en) 2014-01-17 2019-07-30 Royal Adhesives & Sealants Canada Ltd. Polyurethane foam in foundation footings for load-bearing structures
JP2020002703A (en) * 2018-06-29 2020-01-09 日鉄建材株式会社 Guard fence for road foundation member, guard fence for road, and construction method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017503102A (en) * 2014-01-17 2017-01-26 ロイヤル アドヒーシブ アンド シーランツ カナダ エルティーディーRoyal Adhesives & Sealants Canada Ltd. Polyurethane foam on footing foundation for load bearing structure
US10364544B2 (en) 2014-01-17 2019-07-30 Royal Adhesives & Sealants Canada Ltd. Polyurethane foam in foundation footings for load-bearing structures
JP2020002703A (en) * 2018-06-29 2020-01-09 日鉄建材株式会社 Guard fence for road foundation member, guard fence for road, and construction method thereof
JP7084798B2 (en) 2018-06-29 2022-06-15 日鉄神鋼建材株式会社 Foundation members of road guard fences, road guard fences, and their construction methods

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