JP2007162330A - Construction member for civil engineering structure, and civil engineering structure - Google Patents

Construction member for civil engineering structure, and civil engineering structure Download PDF

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JP2007162330A
JP2007162330A JP2005359879A JP2005359879A JP2007162330A JP 2007162330 A JP2007162330 A JP 2007162330A JP 2005359879 A JP2005359879 A JP 2005359879A JP 2005359879 A JP2005359879 A JP 2005359879A JP 2007162330 A JP2007162330 A JP 2007162330A
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civil engineering
engineering structure
foamed resin
construction member
resin block
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Kazuo Asano
一生 浅野
Yoshihiro Ishikawa
好博 石川
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JSP Corp
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JSP Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a construction member for a civil engineering structure easily manufactured and efficiently constructing the stable civil engineering structure. <P>SOLUTION: A short-sized foam resin block 3 formed with a cement hardened material layer 2 on at least one surface, and a foam resin block 4 of optional length having no cement hardened material layer are connected through connecting members 7. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、土木構造体用構築部材に関するものであり、さらに詳しくは、発泡樹脂ブロックの少なくとも1つの表面にセメント硬化物層を形成してなる土木構造体用構築部材、及び該土木構造体用構築部材を用いて構築した土木構造体に関するものである。   The present invention relates to a construction member for a civil engineering structure, and more specifically, a construction member for a civil engineering structure in which a hardened cement layer is formed on at least one surface of a foamed resin block, and the civil engineering structure. The present invention relates to a civil engineering structure constructed using construction members.

従来より、発泡樹脂ブロックの少なくとも1つの表面にセメント硬化物層を形成してなる土木構造体用構築部材を使用し、セメント硬化物層が外表面に位置するように該土木構造体用構築部材を複数積層載置し、外部からの熱に対する耐力、および砂利等の異物に対する強度を高めた、鉄道のプラットホームや道路等の土木構造体は知られている(例えば、特許文献1)。   2. Description of the Related Art Conventionally, a construction member for a civil engineering structure in which a hardened cement layer is formed on at least one surface of a foamed resin block, and the construction member for a civil engineering structure is positioned so that the cement hardened material layer is located on the outer surface A civil engineering structure such as a railway platform or road is known in which a plurality of layers are mounted and the strength against external heat and the strength against foreign matter such as gravel are increased (for example, Patent Document 1).

実用新案登録第2607192号Utility model registration No. 2607192

ところで、上記のような表面にセメント硬化物層を備えた発泡樹脂ブロックから成る土木構造体用構築部材を製造するにあたっては、発泡樹脂ブロックのセメント硬化物層の形成部位を型枠で囲み、該型枠内にセメントモルタルを塗工し、養生、硬化させて製造したり、或いはセメント硬化物層を別に作製し、それを接着剤を用いて発泡樹脂ブロックの表面に貼着する等の作業により成されているが、これらの作業は、発泡樹脂ブロックの大きさが小さい(長さが短い)ほど容易となり、またその作業、養生のためのスペースも少なくてすむ。   By the way, in manufacturing a construction member for a civil engineering structure composed of a foamed resin block having a cemented material layer on the surface as described above, the formation site of the cemented material layer of the foamed resin block is surrounded by a mold, By applying cement mortar in the mold and curing and curing, or by preparing a separate cement cured product layer and sticking it to the surface of the foamed resin block using an adhesive, etc. However, these operations become easier as the size of the foamed resin block is smaller (the length is shorter), and the space for the operation and curing can be reduced.

一方、土木構造体を構築するに際しては、構築部材の発泡樹脂ブロックの大きさが小さい(長さが短い)と、積層載置する作業回数が増大し、効率的に土木構造体を構築できないと共に、重心がセメント硬化物層側に大きく片寄った構築部材となり、施工時に該構築部材がセメント硬化物層側に転倒しやすく、施工の妨げになると共に、構築した構造体の内部にその偏心に起因する歪が残存し、構造体が全体として安定性に欠けることが生じる。このことから、土木構造体を構築するに際しては、上記製造時とは逆に、発泡樹脂ブロックの大きさ(長さ)は、ある程度大きい(長い)構築部材とすることが要求される。   On the other hand, when constructing a civil engineering structure, if the size of the foamed resin block of the construction member is small (short length), the number of operations for stacking and mounting increases, and the civil engineering structure cannot be constructed efficiently. , The center of gravity becomes a construction member that is greatly offset toward the cement hardened material layer side, and the construction member tends to fall to the cement hardened material layer side at the time of construction, which hinders construction and is caused by the eccentricity inside the constructed structure Strain remains, and the structure as a whole lacks stability. For this reason, when constructing a civil engineering structure, the size (length) of the foamed resin block is required to be a construction member that is somewhat large (long), contrary to the above manufacturing.

本発明は、上述した相反する発泡樹脂ブロックの大きさに関する要求を満足し、製造が容易であると共に、安定した土木構造体を効率よく構築し得る、土木構造体用構築部材を提供することを目的とする。   The present invention provides a construction member for a civil engineering structure that satisfies the above-described requirements regarding the size of the opposite foamed resin block, is easy to manufacture, and can efficiently construct a stable civil engineering structure. Objective.

上記した目的を達成するため、請求項1の土木構造体用構築部材は、少なくとも1つの表面にセメント硬化物層が形成された短尺な発泡樹脂ブロックと、セメント硬化物層を有しない任意の長さの発泡樹脂ブロックとを、連結部材を介して結合した構造としたことを特徴とする。   In order to achieve the above-described object, the construction member for civil engineering structure according to claim 1 includes a short foamed resin block having a cement hardened material layer formed on at least one surface and an arbitrary length having no cement hardened material layer. The foamed resin block is connected to each other through a connecting member.

また、請求項2の土木構造体用構築部材は、上記請求項1の発明において、上記短尺な発泡樹脂ブロックの長さを、200〜500mmとしたことを特徴とする。   The construction member for civil engineering structure according to claim 2 is characterized in that, in the invention of claim 1, the length of the short foamed resin block is 200 to 500 mm.

さらに、請求項3の土木構造体用構築部材は、上記請求項1または2の発明において、上記発泡樹脂ブロック同士の合わせ面の対向する位置に各々アリ溝を形成し、該アリ溝の両者にアリ結合する連結部材によって上記両発泡樹脂ブロックを結合したことを特徴とする。   Furthermore, the construction member for a civil engineering structure according to claim 3 is the invention according to claim 1 or 2, wherein dovetail grooves are respectively formed at opposing positions of the mating surfaces of the foamed resin blocks, and both the dovetail grooves are formed. The both foamed resin blocks are connected by a connecting member that is ant-bonded.

さらに、請求項4の土木構造体用構築部材は、上記請求項3の発明において、上記アリ溝を発泡樹脂ブロックの全高に亘って形成し、上記連結部材を上下方向で二分割した構成としたことを特徴とする。   Furthermore, the construction member for a civil engineering structure according to claim 4 is configured such that, in the invention of claim 3, the dovetail groove is formed over the entire height of the foamed resin block, and the connecting member is divided into two in the vertical direction. It is characterized by that.

また、請求項5の土木構造体用構築部材は、上記請求項3または4の発明において、上記連結部材の先端を後端より細くしたことを特徴とする。   A construction member for a civil engineering structure according to claim 5 is characterized in that, in the invention of claim 3 or 4, the front end of the connecting member is made thinner than the rear end.

さらに、請求項6の土木構造体用構築部材は、上記請求項1乃至5のいずれかの発明において、上記連結部材を発泡樹脂で形成すると共に、その密度を上記発泡樹脂ブロックの密度よりも高くしたことを特徴とする。   Furthermore, the construction member for civil engineering structure according to claim 6 is the invention according to any one of claims 1 to 5, wherein the connecting member is formed of foamed resin, and the density thereof is higher than the density of the foamed resin block. It is characterized by that.

また、請求項7の土木構造体は、上記請求項1乃至6のいずれかに記載の土木構造体用構築部材を、該構築部材のセメント硬化物層が外表面となるように複数積層載置して構築したことを特徴とする。   Moreover, the civil engineering structure according to claim 7 is a stack of the construction member for civil engineering structure according to any one of claims 1 to 6 so that the hardened cement layer of the construction member is an outer surface. It is characterized by having built.

上記した請求項1の本発明に係る土木構造体用構築部材によれば、表面にセメント硬化物層を備えた発泡樹脂ブロックの製造に際しては、短尺な発泡樹脂ブロックの状態で製造できるため、その製造作業性は良好なものとなり、またその作業、養生のためのスペースも少なくてすむ。一方、土木構造体を構築するに際しては、上記表面にセメント硬化物層を備えた発泡樹脂ブロックに連結部材によって他の発泡樹脂ブロックを結合した長尺な構築部材としているため、安定した土木構造体を効率よく構築できる。   According to the construction member for a civil engineering structure according to the first aspect of the present invention, since the foamed resin block having a hardened cement layer on the surface can be produced in the state of a short foamed resin block, Manufacturability is good, and there is less space for work and curing. On the other hand, when constructing a civil engineering structure, since it is a long construction member in which another foamed resin block is joined to a foamed resin block having a cement hardened material layer on the surface by a connecting member, a stable civil engineering structure is provided. Can be built efficiently.

また、上記した請求項2の本発明に係る土木構造体用構築部材によれば、表面にセメント硬化物層が形成された短尺な発泡樹脂ブロックの長さを、具体的に200〜500mmとしたため、短すぎず長すぎず、製造作業時および連結作業時のハンドリング性が極めて良好なものとなる。   Moreover, according to the construction member for a civil engineering structure according to the second aspect of the present invention, the length of the short foamed resin block having the cement hardened material layer formed on the surface is specifically set to 200 to 500 mm. In addition, it is not too short and not too long, and the handling properties during the manufacturing operation and the connecting operation are extremely good.

また、上記した請求項3の本発明に係る土木構造体用構築部材によれば、発泡樹脂ブロック同士の結合を、容易かつ確実に行うことができる。なお、本発明において言うアリ溝は、開口部の幅に対して内部の幅が広い溝の総称として使用しており、その断面形状は、台形、円形、T字形等、種々のものを採用し得る。   Moreover, according to the construction member for civil engineering structure which concerns on this invention of above-mentioned Claim 3, a foamed resin block can be couple | bonded easily and reliably. In the present invention, the dovetail groove is used as a general term for a groove having a wide internal width with respect to the width of the opening, and various cross-sectional shapes such as a trapezoid, a circle, and a T-shape are adopted. obtain.

また、上記した請求項4の本発明に係る土木構造体用構築部材によれば、アリ溝の発泡樹脂ブロックへの形成が容易であると共に、連結部材のアリ溝への挿入が、上方と下方とから容易に行え、連結作業性が良好なものとなる。   Further, according to the construction member for civil engineering structure according to the fourth aspect of the present invention, it is easy to form the dovetail groove in the foamed resin block, and the insertion of the connecting member into the dovetail groove is performed upward and downward. Therefore, the connection workability is good.

さらに、上記した請求項5の本発明に係る土木構造体用構築部材によれば、連結部材のアリ溝への挿入が、さらに容易なものとなる。   Furthermore, according to the construction member for a civil engineering structure according to the fifth aspect of the present invention, it becomes easier to insert the connecting member into the dovetail.

また、上記した請求項6の本発明に係る土木構造体用構築部材によれば、連結部材の成形が容易であると共に、軽量であり、また密度が発泡樹脂ブロックより高いため、連結部材の強度が高く、アリ溝への挿入が容易となると共に、信頼性の高い発泡樹脂ブロックの結合を実現できる。   In addition, according to the construction member for a civil engineering structure according to the present invention of claim 6 described above, the strength of the connecting member is easy because the connecting member is easily molded, lightweight, and higher in density than the foamed resin block. It can be easily inserted into the dovetail groove, and a highly reliable foamed resin block can be connected.

また、上記した請求項7の本発明に係る土木構造体によれば、重心がセメント硬化物層側に片寄っていない本発明に係る土木構造体用構築部材を複数積層載置して構築されているため、安定した土木構造体となる。   Moreover, according to the civil engineering structure according to the seventh aspect of the present invention, the civil engineering structure according to the present invention is constructed by stacking a plurality of construction members for civil engineering structure according to the present invention whose center of gravity is not offset toward the cement hardened material layer. Therefore, it becomes a stable civil engineering structure.

以下、上記した本発明に係る土木構造体用構築部材、および該土木構造体用構築部材を用いて構築した土木構造体の実施の形態を、図面に基づいて詳細に説明する。
なお、図1は、本発明に係る土木構造体用構築部材の一実施の形態を示した斜視図、図2は、図1の土木構造体用構築部材の結合前の状態を示した斜視図、図3は、図1の土木構造体用構築部材の結合時の状態を示した部分拡大斜視図である。また、図4は、図1の土木構造体用構築部材を用いて構築する本発明に係る土木構造体の構築途中の状態を示した斜視図である。
DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments of a construction member for a civil engineering structure according to the present invention and a civil engineering structure constructed using the construction member for a civil engineering structure will be described in detail based on the drawings.
1 is a perspective view showing an embodiment of a construction member for a civil engineering structure according to the present invention, and FIG. 2 is a perspective view showing a state before the construction member for a civil engineering structure of FIG. 1 is joined. FIG. 3 is a partially enlarged perspective view showing a state when the construction member for the civil engineering structure in FIG. 1 is coupled. FIG. 4 is a perspective view showing a state in the middle of construction of the civil engineering structure according to the present invention constructed using the construction member for civil engineering structure of FIG.

本発明に係る土木構造体用構築部材1は、図1に示したように、少なくとも1つの表面にセメント硬化物層2が形成された短尺な発泡樹脂ブロック3と、セメント硬化物層を有しない任意の長さの発泡樹脂ブロック4とを結合した構造のものである。   As shown in FIG. 1, the construction member 1 for a civil engineering structure according to the present invention does not have a short foamed resin block 3 having a cement hardened material layer 2 formed on at least one surface and a cement hardened material layer. It has a structure in which a foamed resin block 4 having an arbitrary length is coupled.

上記短尺な発泡樹脂ブロック3と任意の長さの発泡樹脂ブロック4とは、その幅Wが500〜1500mm、高さHが300〜1000mm程度がよく、この実施の形態においては、幅Wが1000mm、高さHが500mmに形成されている。また、短尺な発泡樹脂ブロック3の長さL1は、取扱性が良好な長さ、好ましくは100〜800mm、更に好ましくは200〜500mmがよく、この実施の形態においては、250mmに形成されている。また、任意の長さの発泡樹脂ブロック4の長さL2は、構築する土木構造体を考慮し、適宜長さの異なるものとすることも出来るが、通常、500〜2000mmがよく、この実施の形態においては、1000mmに形成されている。   The short foamed resin block 3 and the foamed resin block 4 having an arbitrary length preferably have a width W of 500 to 1500 mm and a height H of about 300 to 1000 mm. In this embodiment, the width W is 1000 mm. The height H is 500 mm. Further, the length L1 of the short foamed resin block 3 is a length with good handleability, preferably 100 to 800 mm, more preferably 200 to 500 mm. In this embodiment, the length L1 is formed to 250 mm. . Further, the length L2 of the foamed resin block 4 having an arbitrary length can be appropriately different in consideration of the civil engineering structure to be constructed, but is usually 500 to 2000 mm. In form, it is formed to 1000 mm.

また、上記発泡樹脂ブロック3,4の各々の結合面3a,4aには、図2に示したように、アリ溝5,6が、対向する位置に各々2本その全高に亘って形成されている。このアリ溝5,6は、この実施の形態においては、開口部の幅w0が100mm、深さhが100mm、底部の幅w1が150mmに形成されている。   Further, as shown in FIG. 2, two dovetail grooves 5 and 6 are formed on the coupling surfaces 3a and 4a of the foamed resin blocks 3 and 4 at opposite positions over the entire height. Yes. In this embodiment, the dovetail grooves 5 and 6 are formed such that the opening width w0 is 100 mm, the depth h is 100 mm, and the bottom width w1 is 150 mm.

上記発泡樹脂ブロック3,4の結合には、上記結合面3a,4aに各々形成されたアリ溝5,6に嵌入する連結部材7が用いられる。この連結部材7は、発泡樹脂により形成されており、図3に示したように、合わされたアリ溝5,6の平面形状と略同形の断面形状を有する棒体に形成され、その長さlは、発泡樹脂ブロック3,4の高さHの2分の1程度、この実施の形態においては、250mmに形成されている。また、この連結部材7の側面には、下方にいくに従い細くなるテーパが付けられており、該テーパ幅aは、1〜5mm程度取られている。   For the connection of the foamed resin blocks 3 and 4, a connecting member 7 that fits into the dovetail grooves 5 and 6 formed in the connecting surfaces 3 a and 4 a is used. The connecting member 7 is formed of a foamed resin, and as shown in FIG. 3, the connecting member 7 is formed in a rod body having a cross-sectional shape substantially the same as the planar shape of the mated dovetail grooves 5 and 6, and its length l. Is about 1/2 of the height H of the foamed resin blocks 3 and 4, in this embodiment, 250 mm. Further, the side surface of the connecting member 7 has a taper that becomes thinner as it goes downward, and the taper width a is about 1 to 5 mm.

本発明で用いる上記発泡樹脂ブロック3,4、および上記連結部材7は、同一の発泡樹脂によって形成することができる。例えば、ポリスチレン、ポリエチレン、ポリプロピレン、ポリウレタン、ポリ塩化ビニル等の樹脂を発泡させたもので形成することができるが、中でも、安価であり、低密度でも強度が大きいポリスチレン樹脂を発泡させたもので形成することが好ましく、特にポリスチレン樹脂発泡粒子成形体で形成されたものが好ましい。この実施の形態においては、発泡樹脂ブロック3,4、および連結部材7とも、ポリスチレン樹脂発泡体により形成されている。また、上記発泡樹脂ブロック3,4は、通常、10〜50kg/m3程度の密度を有するものがよく、この実施の形態においては、20kg/m3程度の密度に形成されている。また、上記連結部材7は、それより若干、具体的には5kg/m3程度密度の高いものとすることが好ましく、この実施の形態においては、25kg/m3程度の密度に形成されている。このような発泡樹脂ブロック3,4、および連結部材7の発泡体は、耐水性の面、強度面から独立した気泡を有するものであることが好ましい。 The foamed resin blocks 3 and 4 and the connecting member 7 used in the present invention can be formed of the same foamed resin. For example, it can be formed by foaming a resin such as polystyrene, polyethylene, polypropylene, polyurethane, polyvinyl chloride, etc. Among them, it is formed by foaming a polystyrene resin that is inexpensive and has high strength even at low density. In particular, those formed of a polystyrene resin expanded particle molded body are preferable. In this embodiment, the foamed resin blocks 3 and 4 and the connecting member 7 are both formed of a polystyrene resin foam. Further, the foamed resin block 3 and 4 may usually those having a density of about 10 to 50 kg / m 3, in this embodiment, is formed to a density of about 20 kg / m 3. Further, it is preferable that the connecting member 7 has a density slightly higher than that, specifically about 5 kg / m 3. In this embodiment, the connecting member 7 is formed with a density of about 25 kg / m 3 . . It is preferable that the foamed resin blocks 3 and 4 and the foamed body of the connecting member 7 have air bubbles independent of the water resistance surface and the strength surface.

また、上記発泡樹脂ブロック3に形成されたセメント硬化物層2は、コンクリートやモルタル等の様々な水硬性セメントで形成することができる。水硬性セメントとしては、例えば普通ポルトランドセメント、中庸熱ポルトランドセメント、早強ポルトランドセメント、低硫酸塩ポルトランドセメント、白色ポルトランドセメント等のポルトランドセメントや、水硬性石灰、ローマン・セメント、天然セメント、アルミナセメント、高炉セメント、シリカセメント、膨張セメント、着色セメント等がある。これらの中でも、ポルトランドセメントや水硬性石灰、天然セメント、高炉セメント、膨張セメント、着色セメントを用いることが好ましい。   Moreover, the cement hardened material layer 2 formed in the said foamed resin block 3 can be formed with various hydraulic cements, such as concrete and mortar. Examples of hydraulic cement include ordinary Portland cement, moderately hot Portland cement, early strength Portland cement, low sulfate Portland cement, white Portland cement and other Portland cement, hydraulic lime, Roman cement, natural cement, alumina cement, There are blast furnace cement, silica cement, expanded cement, and colored cement. Among these, it is preferable to use Portland cement, hydraulic lime, natural cement, blast furnace cement, expanded cement, and colored cement.

また、上記セメントには、種々の骨材、補強材、軽量化材、水ガラス等を加えることもできる。骨材としては、砂、砂利、シリカフォーム等の通常の骨材や、膨張粘土、パーライト、膨張スラグ等の人工軽量骨材等がある。また、補強材としては、有機、無機の各種繊維、例えばスラグ繊維、炭素繊維、ナイロン、ポリエステル繊維等がある。また軽量化材としては、ポリスチレン、ポリ塩化ビニル、ポリプロピレン等の樹脂の、密度0. 008〜0. 1g/cm3 、粒径2〜15mmの発泡粒子等がある。 In addition, various aggregates, reinforcing materials, weight reducing materials, water glass, and the like can be added to the cement. Examples of the aggregate include ordinary aggregates such as sand, gravel and silica foam, and artificial lightweight aggregates such as expanded clay, pearlite and expanded slag. Examples of the reinforcing material include various organic and inorganic fibers such as slag fibers, carbon fibers, nylon, and polyester fibers. Examples of the lightening material include foamed particles having a density of 0.008 to 0.1 g / cm 3 and a particle diameter of 2 to 15 mm, such as polystyrene, polyvinyl chloride, and polypropylene.

また、上記セメント硬化物層2の厚さtは、通常、10〜30mmが適当であり、この実施の形態においては、20mmに形成されている。また、セメント硬化物層2は、発泡樹脂ブロック3との接合強度を向上させる観点から、発泡樹脂ブロック3の形成面に設けられた凹条、好ましくはアリ溝に嵌合する凸条を有しているものとすることが好ましく、この実施の形態においては、図1に示したように、発泡樹脂ブロック3に設けられたアリ溝8とアリ結合する凸条9が、その幅方向中央に1本形成されたセメント硬化物層2に形成されている。   The thickness t of the cement hardened material layer 2 is usually 10 to 30 mm. In this embodiment, the thickness t is 20 mm. Moreover, the cement hardened material layer 2 has a ridge provided on the surface on which the foamed resin block 3 is formed, preferably a ridge fitted into the dovetail groove, from the viewpoint of improving the bonding strength with the foamed resin block 3. In this embodiment, as shown in FIG. 1, the ridge 9 that is ant-coupled to the dovetail groove 8 provided in the foamed resin block 3 is 1 in the center in the width direction. It is formed on the cement hardened material layer 2 thus formed.

上記セメント硬化物層2を備えた発泡樹脂ブロック3を製造するにあたっては、発泡成形した発泡樹脂ブロック3のセメント硬化物層の形成部位を型枠で囲み、その型枠内に未硬化のセメントモルタルを流し込み、養生、硬化させてセメント硬化物層2を形成すればよい。また逆に、型枠中に所定量入れられたセメントモルタル上に、発泡樹脂ブロック3を入れ、養生、硬化させてセメント硬化物層2を形成してもよい。さらに、セメント硬化物層2を別に作製し、それを接着剤を用いて発泡樹脂ブロック3の表面に貼着することにより形成してもよい。上記したいずれの製造方法による場合も、本発明に係る発泡樹脂ブロック3は短尺なものであるため、取扱い性(ハンドリング性)が極めてよく、製造作業性は良好なものとなり、またその作業、養生のためのスペースも小さいものですむ。   In producing the foamed resin block 3 provided with the cement hardened material layer 2, the formation site of the cement hardened material layer of the foamed foamed resin block 3 is surrounded by a mold, and an uncured cement mortar is placed in the mold. The cured cement layer 2 may be formed by pouring, curing and curing. Conversely, the hardened cement layer 2 may be formed by putting the foamed resin block 3 on a cement mortar placed in a predetermined amount in a mold, and curing and curing the block. Furthermore, you may form by producing the cement hardened | cured material layer 2 separately, and sticking it on the surface of the foamed resin block 3 using an adhesive agent. In any of the manufacturing methods described above, the foamed resin block 3 according to the present invention is short, so that the handling property (handling property) is extremely good, the manufacturing workability is good, and the work and curing are also performed. The space for is small.

そして、上記製造したセメント硬化物層2を備えた発泡樹脂ブロック3と、セメント硬化物層を有しない発泡樹脂ブロック4とを、上記した連結部材7を各々の結合面3a,4aに形成された上記アリ溝5,6に上方及び下方より嵌入することにより、両発泡樹脂ブロック3,4を結合した本発明に係る土木構造体用構築部材1とする。この連結部材7を用いた発泡樹脂ブロック3,4の結合は、工場で行っても、土木構造体を構築する現場で行ってもよいが、少なくとも土木構造体を構築する作業前に行い、安定した土木構造体を効率よく構築できる本発明に係る土木構造体用構築部材1としておく必要がある。   And the foamed resin block 3 provided with the manufactured cement hardened material layer 2 and the foamed resin block 4 without the cement hardened material layer were formed on the connecting surfaces 3a and 4a with the connecting member 7 described above. By inserting the foamed resin blocks 3 and 4 into the dovetail grooves 5 and 6 from above and below, the civil engineering structure building member 1 according to the present invention is obtained. The connection of the foamed resin blocks 3 and 4 using the connecting member 7 may be performed at the factory or at the site of constructing the civil engineering structure, but is performed at least before the construction of the civil engineering structure and is stable. It is necessary to prepare the construction member 1 for a civil engineering structure according to the present invention, which can efficiently construct the civil engineering structure.

本発明の土木構造体は、上記した本発明に係る土木構造体用構築部材1を用いて構築されるものであるが、その用途例としては、道路、鉄道のプラットホーム、歩道橋の昇降スロープ、車道接続歩道部の拡幅等を挙げることができる。   The civil engineering structure of the present invention is constructed using the above-described construction member 1 for civil engineering structure according to the present invention. Examples of its use include roads, railway platforms, elevating slopes of pedestrian bridges, and roadways. The widening of the connecting sidewalk can be mentioned.

本発明の土木構造体を構築するにあたっては、先ず、土砂を削ったり、土盛りした後、砂や砂利を敷いて、その上から突き固め作業を施して基礎を形成する。そして、その基礎上に、本発明に係る土木構造体用構築部材1を、図4に示したように、該構築部材1のセメント硬化物層2が外表面となるように複数積層載置していく。この際、本発明の土木構造体用構築部材1は、セメント硬化物層2を備えた発泡樹脂ブロック3に連結部材7によって他の発泡樹脂ブロック4を結合した長尺な構築部材としているため、安定した状態で積層載置できると共に、効率的に構造体を構築していくことができる。そして、構築した構造体の上部に、アスファルト、コンクリート、タイル等によって仕上げ工事を施し、また必要に応じて、積み上げた構築部材1,1間の目地部にシーリング材を充填し、土木構造体を完成する。このようにして構築された本発明に係る土木構造体10は、内部に歪が存在しない、安定した土木構造体となる。   In constructing the civil engineering structure of the present invention, first, the earth and sand are shaved or piled up, and then sand and gravel are laid, and then a tamping operation is performed thereon to form a foundation. Then, on the foundation, as shown in FIG. 4, a plurality of construction members 1 for civil engineering structure according to the present invention are stacked and placed so that the hardened cement layer 2 of the construction member 1 becomes the outer surface. To go. At this time, the construction member 1 for the civil engineering structure of the present invention is a long construction member in which the foamed resin block 3 provided with the cement hardened material layer 2 is joined to the other foamed resin block 4 by the connecting member 7. In addition to being able to stack and mount in a stable state, it is possible to construct a structure efficiently. Then, finish work is applied to the upper part of the constructed structure with asphalt, concrete, tiles, etc., and if necessary, the joint between the stacked construction members 1 and 1 is filled with a sealing material, and the civil engineering structure is Complete. The civil engineering structure 10 according to the present invention constructed as described above becomes a stable civil engineering structure that does not have any distortion inside.

以上、本発明に係る土木構造体用構築部材、および該土木構造体用構築部材を用いて構築した土木構造体の実施の形態を説明したが、本発明は、何ら既述の実施の形態に限定されず、特許請求の範囲に記載した本発明の技術的思想の範囲内において、種々の変形および変更が可能であることは当然である。   The embodiment of the construction member for civil engineering structure according to the present invention and the civil engineering structure constructed using the construction member for civil engineering structure has been described above, but the present invention is not limited to the embodiment described above. Naturally, various modifications and changes are possible within the scope of the technical idea of the present invention described in the claims.

例えば、上記実施の形態においては、発泡樹脂ブロック3,4の結合面に形成するアリ溝5,6として、平面視台形のものを示したが、図5に示したように、円形、T字形等のアリ溝としてもよい。そして、このようにアリ溝の形状を変更した場合には、当然、該アリ溝にアリ結合する連結部材7の断面形状も、それに倣って変更する必要がある。従って、連結部材7は、前後左右に不動で上下に可動な難動形状のものが好適である。   For example, in the above-described embodiment, the dovetail grooves 5 and 6 formed on the bonding surfaces of the foamed resin blocks 3 and 4 are trapezoidal in plan view. However, as shown in FIG. It is good also as ant grooves, such as. When the shape of the dovetail is changed in this way, naturally, the cross-sectional shape of the connecting member 7 that is ant-coupled to the dovetail needs to be changed accordingly. Accordingly, it is preferable that the connecting member 7 has a hard-moving shape that does not move in the front-rear and left-right directions and is movable up and down.

また、上記実施の形態においては、発泡樹脂ブロック3,4の全高に亘ってアリ溝5,6を形成したが、必ずしも全高である必要はなく、上下方向から途中までアリ溝を形成し、該アリ溝にアリ結合する長さが発泡樹脂ブロック3,4の高さの2分の1に満たない短尺な連結部材7で、発泡樹脂ブロック3,4を結合するものとしてもよい。   Further, in the above embodiment, the dovetail grooves 5 and 6 are formed over the entire height of the foamed resin blocks 3 and 4, but it is not always necessary to form the dovetail groove from the vertical direction to the middle. It is good also as what connects the foamed resin blocks 3 and 4 with the short connection member 7 whose ant coupling | bonding length to the dovetail groove is less than 1/2 of the height of the foamed resin blocks 3 and 4.

本発明に係る土木構造体用構築部材の一実施の形態を示した斜視図である。It is the perspective view which showed one Embodiment of the construction member for civil engineering structures which concerns on this invention. 図1の土木構造体用構築部材の結合前の状態を示した斜視図である。It is the perspective view which showed the state before the coupling | bonding of the construction member for civil engineering structures of FIG. 図1の土木構造体用構築部材の結合時の状態を示した部分拡大斜視図である。It is the elements on larger scale which showed the state at the time of the coupling | bonding of the construction member for civil engineering structures of FIG. 図1の土木構造体用構築部材を用いて構築する本発明に係る土木構造体の構築途中の状態を示した斜視図である。It is the perspective view which showed the state in the middle of construction of the civil engineering structure based on this invention constructed | assembled using the construction member for civil engineering structures of FIG. 発泡樹脂ブロックの結合面に形成するアリ溝の他の実施の形態を示した平面図である。It is the top view which showed other embodiment of the dovetail groove | channel formed in the joint surface of a foamed resin block.

符号の説明Explanation of symbols

1 土木構造体用構築部材 2 セメント硬化物層
3 短尺な発泡樹脂ブロック 3a 結合面
4 任意の長さの発泡樹脂ブロック 4a 結合面
5 アリ溝 6 アリ溝
7 連結部材 8 アリ溝
9 凸条 10 土木構造体
DESCRIPTION OF SYMBOLS 1 Construction member for civil engineering structure 2 Cement cured material layer 3 Short foam resin block 3a Bonding surface 4 Foamed resin block of arbitrary length 4a Bonding surface 5 Dovetail groove 6 Dovetail groove 7 Connecting member 8 Dovetail groove 9 Convex strip 10 Civil engineering Structure

Claims (7)

少なくとも1つの表面にセメント硬化物層が形成された短尺な発泡樹脂ブロックと、セメント硬化物層を有しない任意の長さの発泡樹脂ブロックとを、連結部材を介して結合した構造としたことを特徴とする、土木構造体用構築部材。   A structure in which a short foamed resin block having a cement hardened material layer formed on at least one surface and a foamed resin block having an arbitrary length not having a cement hardened material layer are bonded via a connecting member. A construction member for civil engineering structures. 上記短尺な発泡樹脂ブロックの長さを、200〜500mmとしたことを特徴とする、請求項1に記載の土木構造体用構築部材。   The construction member for a civil engineering structure according to claim 1, wherein the length of the short foamed resin block is 200 to 500 mm. 上記発泡樹脂ブロック同士の合わせ面の対向する位置に各々アリ溝を形成し、該アリ溝の両者にアリ結合する連結部材によって上記両発泡樹脂ブロックを結合したことを特徴とする、請求項1または2に記載の土木構造体用構築部材。   The dovetail resin block is formed by forming dovetail grooves at positions where the mating surfaces of the foamed resin blocks face each other, and connecting the both foamed resin blocks by connecting members that dovetail bonding to both of the dovetail grooves. Construction member for civil engineering structure of 2. 上記アリ溝を発泡樹脂ブロックの全高に亘って形成し、上記連結部材を上下方向で二分割した構成としたことを特徴とする、請求項3に記載の土木構造体用構築部材。   The construction member for a civil engineering structure according to claim 3, wherein the dovetail groove is formed over the entire height of the foamed resin block, and the connecting member is divided into two in the vertical direction. 上記連結部材の先端を後端より細くしたことを特徴とする、請求項3または4に記載の土木構造体用構築部材。   The construction member for a civil engineering structure according to claim 3 or 4, wherein a leading end of the connecting member is made thinner than a rear end. 上記連結部材を発泡樹脂で形成すると共に、その密度を上記発泡樹脂ブロックの密度よりも高くしたことを特徴とする、請求項1乃至5のいずれかに記載の土木構造体用構築部材。   The construction member for a civil engineering structure according to any one of claims 1 to 5, wherein the connecting member is formed of a foamed resin and has a density higher than that of the foamed resin block. 上記請求項1乃至6のいずれかに記載の土木構造体用構築部材を、該構築部材のセメント硬化物層が外表面となるように複数積層載置して構築したことを特徴とする、土木構造体。
The civil engineering structure construction member according to any one of claims 1 to 6, wherein the construction member is constructed by stacking a plurality of construction members so that a hardened cement layer of the construction member is an outer surface. Structure.
JP2005359879A 2005-12-14 2005-12-14 Construction member for civil engineering structure, and civil engineering structure Pending JP2007162330A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2022122484A (en) * 2021-02-10 2022-08-23 美藤 雅康 Multi-purpose post made of plate material with dovetail grooves

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0848285A (en) * 1994-08-09 1996-02-20 I H I Amutetsuku:Kk Connecting device for assembly type working pontoon
JPH0892906A (en) * 1994-09-22 1996-04-09 Takeshige Shimonohara Decorative board
JPH10183625A (en) * 1996-12-25 1998-07-14 Kanegafuchi Chem Ind Co Ltd Synthetic resin foam block and connecting member therefor
JPH10231551A (en) * 1996-08-30 1998-09-02 Kaiee Techno:Kk Connection fixture for concrete product, and its connection method

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0848285A (en) * 1994-08-09 1996-02-20 I H I Amutetsuku:Kk Connecting device for assembly type working pontoon
JPH0892906A (en) * 1994-09-22 1996-04-09 Takeshige Shimonohara Decorative board
JPH10231551A (en) * 1996-08-30 1998-09-02 Kaiee Techno:Kk Connection fixture for concrete product, and its connection method
JPH10183625A (en) * 1996-12-25 1998-07-14 Kanegafuchi Chem Ind Co Ltd Synthetic resin foam block and connecting member therefor

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2022122484A (en) * 2021-02-10 2022-08-23 美藤 雅康 Multi-purpose post made of plate material with dovetail grooves

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