JP6503096B2 - Surface material mounting structure in lightweight filling method and construction structure of lightweight filling method - Google Patents

Surface material mounting structure in lightweight filling method and construction structure of lightweight filling method Download PDF

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JP6503096B2
JP6503096B2 JP2018003458A JP2018003458A JP6503096B2 JP 6503096 B2 JP6503096 B2 JP 6503096B2 JP 2018003458 A JP2018003458 A JP 2018003458A JP 2018003458 A JP2018003458 A JP 2018003458A JP 6503096 B2 JP6503096 B2 JP 6503096B2
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surface material
support member
resin block
foamed resin
side support
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JP2018053717A (en
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山本 耕平
耕平 山本
禎之 武村
禎之 武村
恵理子 乙守
恵理子 乙守
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Nozawa Corp
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本発明は、発泡樹脂ブロックを用いて土木構造物を構築する軽量盛土工法における表面材の取付構造と軽量盛土工法の構築構造に関するものである。   The present invention relates to a mounting structure of a surface material and a construction structure of a lightweight filling method in a lightweight filling method in which a civil engineering structure is constructed using a foamed resin block.

近年、軟弱地盤対策、地すべり対策、急傾斜地の盛土対策及び土圧軽減などを目的として、土を用いた盛土工法に代わり、発泡スチロールなどのブロック(以下、「発泡樹脂ブロック」という)を用いて道路などの土木構造物を構築する軽量盛土工法が採用される場合がある。この軽量盛土工法は、土を用いた盛土工法に比べて工期短縮及びコスト削減を図ることができる。   In recent years, in order to take measures against soft ground, landslides, embankment measures on steep slopes and relief of earth pressure, etc., instead of embankment method using soil, blocks such as Styrofoam (hereinafter referred to as "foam resin block") There are cases where a lightweight filling method to construct civil engineering structures such as is adopted. This lightweight filling method can shorten the construction period and reduce costs compared to the filling method using soil.

図6は、軽量盛土工法の一例を示す断面図である。この例は、山100の傾斜面に道路101を敷設する例である。図示するように、従来の軽量盛土工法で道路101を敷設する場合、構築面に基礎コンクリート102を打設し、その基礎コンクリート102に支柱103を立てる。そして、支柱103に軽量盛土工法用の表面材104(パネル)を取り付けて道路壁面を構築し、その内部空間に発泡樹脂ブロック105を積み重ねて盛土を構築する。その後、発泡樹脂ブロック105の上面を舗装106で仕上げる。   FIG. 6 is a cross-sectional view showing an example of a lightweight filling method. This example is an example of laying the road 101 on the slope of the mountain 100. As shown in the figure, when the road 101 is laid by the conventional lightweight filling method, foundation concrete 102 is placed on the construction surface, and a pillar 103 is erected on the foundation concrete 102. Then, a surface material 104 (panel) for a lightweight filling method is attached to the pillar 103 to construct a road wall, and a foam resin block 105 is stacked in the inner space to construct a filling. Thereafter, the upper surface of the foamed resin block 105 is finished with the pavement 106.

しかし、上記軽量盛土工法では、表面材104で道路壁面を構築するために支柱103が必要であり、その支柱103に表面材104を取り付けるための金具107も必要である。そのため、支柱103や金具107等の資材の点数が増え、施工に時間と労力を要する。そこで、支柱103を用いることなく発泡樹脂ブロック105に表面材104を直接取り付ける方法も考えられている。   However, in the above-described lightweight fill method, in order to construct the road wall surface with the surface material 104, the support column 103 is necessary, and the metal fitting 107 for attaching the surface material 104 to the support column 103 is also necessary. Therefore, the number of materials such as the columns 103 and the metal fittings 107 is increased, which requires time and labor for construction. Then, the method of attaching the surface material 104 directly to the foamed resin block 105 without using the support | pillar 103 is also considered.

例えば、この種の先行技術として、直方体状に構成された発泡樹脂製のブロック本体の側面に、壁面パネルを取り付けるためのビスをねじ込むパネル支持部材を埋設し、そのパネル支持部材に壁面パネルをビスで固定するようにした壁体構造物がある(例えば、特許文献1参照)。   For example, as a prior art of this type, a panel support member in which a screw for attaching a wall panel is screwed is embedded in a side surface of a block body made of a foamed resin formed in a rectangular parallelepiped shape. There is a wall structure that is fixed by the above (see, for example, Patent Document 1).

また、他の先行技術として、発泡樹脂ブロックと面状材(以下、「パネル」という)の外形サイズを所定サイズに設定し、発泡樹脂ブロックにおけるパネルの取付面に、パネルの止め具を固定する固定具を埋設し、この固定具にパネルを止め具で固定するようにした軽量盛土構造がある(例えば、特許文献2参照)。   In addition, as another prior art, the external size of the foamed resin block and the planar material (hereinafter referred to as "panel") is set to a predetermined size, and the panel stopper is fixed to the mounting surface of the panel in the foamed resin block. There is a lightweight embankment structure in which a fixing tool is embedded and a panel is fixed to the fixing tool with a fixing tool (see, for example, Patent Document 2).

特開平11−140877号公報Unexamined-Japanese-Patent No. 11-140877 特開2006−169764号公報JP, 2006-169764, A

しかしながら、上記特許文献1,2のいずれの構造も、発泡樹脂ブロックにパネルを取り付ける固定部が端部から離れた位置となっているため、経年変化などにより壁面パネルに反りや変形が生じた場合には、パネルの間の目地部に開きが生じる恐れがある。   However, in any of the structures of Patent Documents 1 and 2, when the fixing portion for attaching the panel to the foamed resin block is at a position away from the end portion, the wall panel is warped or deformed due to aging or the like. There is a risk of opening at the joints between the panels.

また、上記いずれの構造も、パネルに直接穴あけ加工を施し、そのパネルを発泡樹脂ブロックに埋設した部材にビス等で固定するため、発泡樹脂ブロックの圧縮クリープ変形(以下、単に「圧縮変形」ともいう)によりビスを介してパネルの固定部にせん断力が加わり、パネルが破損する恐れがある。特に、上記特許文献1の構造の場合、発泡樹脂ブロックが圧縮変形して上下左右のパネルが接触した場合には、その荷重によってパネルが破損する恐れもある。   Further, in any of the above-described structures, compressive creep deformation of the foamed resin block (hereinafter simply referred to as “compression deformation” is also given because the panel is subjected to direct drilling and fixed to the member embedded in the foamed resin block with a screw or the like. The shear force is applied to the fixing portion of the panel through the screws, and the panel may be broken. In particular, in the case of the structure of Patent Document 1, when the foamed resin block is compressed and deformed and the upper, lower, left and right panels come in contact, the panel may be damaged by the load.

一方、パネル裏面側に入った雨水などが発泡樹脂ブロックとの間に滞留して排水が難しい場合には、水の滞留によりパネルや発泡樹脂ブロックの耐久性(物性)が低下する恐れがある。   On the other hand, when rainwater or the like entering the back side of the panel stays between the foam resin block and drainage is difficult, retention of water may lower the durability (physical properties) of the panel or the foam resin block.

また、隣接するパネルの間に目地材としてシーリング材を用いて設置すると、補修等によるパネル交換作業が非常に困難であり、一部のパネルが損傷した場合でも、その交換作業に多くの時間と労力を要する。   In addition, when using a sealing material as a joint material between adjacent panels, panel replacement work by repair etc. is very difficult, and even if some panels are damaged, it takes much time for replacement work It takes effort.

そこで、本発明は、発泡樹脂ブロックの圧縮クリープ変形などによる表面材ヘの負担を抑えるとともに、表面材の交換が容易に行える軽量盛土工法における表面材取付構造及び軽量盛土工法の構築構造を提供することを目的とする。   Therefore, the present invention provides a construction structure of a surface material mounting structure and a light-weight embankment method in a light-weight embankment method capable of easily replacing the surface material while suppressing a load on the surface material due to compression creep deformation of a foamed resin block. The purpose is

上記目的を達成するために、本発明の軽量盛土工法における表面材取付構造は、発泡樹脂ブロックを積み重ねて土木構造物を構築する軽量盛土工法において、前記発泡樹脂ブロックの外表面に表面材を取り付ける表面材取付構造であって、前記発泡樹脂ブロックの外表面における対向する両端部に固定されるアンカー部材と、前記アンカー部材の一方に取り付けられて前記表面材の一端を保持する保持側支持部材と、前記アンカー部材の他方に取り付けられて前記表面材の他端の動きを規制する固定側支持部材と、前記表面材の重量を支持する重量受け部材と、を備え、前記保持側支持部材は、前記発泡樹脂ブロックの外表面の一方に固定した前記アンカー部材に取り付けできるように構成されており、前記固定側支持部材は、前記発泡樹脂ブロックの外表面の他方に固定した前記アンカー部材に取り付け及び取り外しできるように構成されており、前記表面材は、前記重量受け部材に支持された状態で前記保持側支持部材と固定側支持部材との間に保持されている。この明細書及び特許請求の範囲の書類中における「圧縮変形」は、「圧縮クリープ変形」を含む概念である。 In order to achieve the above object, the surface material attaching structure in the light weight filling method of the present invention attaches the surface material to the outer surface of the foamed resin block in the light weight filling method of building a civil engineering structure by stacking the foamed resin blocks. An anchor member fixed to the opposite ends of the outer surface of the foamed resin block, and a holding side support member attached to one of the anchor members and holding one end of the surface member. A stationary support member attached to the other of the anchor members to restrict movement of the other end of the surface material, and a weight receiving member supporting the weight of the surface material, the holding support member the foaming while being configured to cut at Attach to the anchor member fixed to the outer surface of the resin block, the fixed-side support member, the foamed resin Said anchor member fixed to the other of the lock of the outer surface is configured to allow installation and removal, said surface material, and the holding-side supporting member while being supported by the weight receiving member and the stationary side support member Is held between. "Compression deformation" in the specification and claims is a concept including "compression creep deformation".

この構成により、発泡樹脂ブロックにアンカー部材を固定し、発泡樹脂ブロックの外表面に固定したアンカー部材に、軽量盛土工法における表面材の一端を保持側支持部材で保持し、表面材の重量を重量受け部材で支持し、表面材の他端を固定側支持部材で保持して取り付ければ、表面材を発泡樹脂ブロックの外表面に取り付けることができる。この取り付けられた表面材は、発泡樹脂ブロックに直接固定されていないため、発泡樹脂ブロックに圧縮変形や変位を生じても、表面材は保持側支持部材と固定側支持部材との間で動いて取り付けている部分に大きな力が作用しない構造とすることができる。しかも、固定側支持部材を取り外すことにより、表面材を容易に交換することができる。 With this configuration , the anchor member is fixed to the foamed resin block, and one end of the surface material in the lightweight filling method is held by the holding side supporting member on the anchor member fixed to the outer surface of the foamed resin block. receiving and supporting a member, be attached to hold the other end of the surface material in a fixed-side supporting member, it can be attached to surface member on the outer surface of the foamed resin block. Since the attached surface material is not directly fixed to the foamed resin block, the surface material moves between the holding side supporting member and the stationary side supporting member even if the foamed resin block is subjected to compression deformation or displacement. A structure in which a large force does not act on the attached portion can be adopted. Moreover, the surface material can be easily replaced by removing the fixed side support member.

また、前記表面材と発泡樹脂ブロックとの間に、該表面材の裏面側に空間を確保する保持部材を有していてもよい。   Moreover, you may have the holding member which ensures space on the back surface side of this surface material between the said surface material and a foamed resin block.

このように構成すれば、パネルと発泡樹脂ブロック間に設けた保持部材で表面材の裏面側に排水経路を確保することができ、上部より進入した雨水などを効率良く下方へ排水することができる。しかも、表面材の裏面側への反りを緩和することもできる。   According to this structure, a drainage path can be secured on the back surface side of the surface material by the holding member provided between the panel and the foamed resin block, and rainwater or the like entering from the upper portion can be efficiently drained downward. . In addition, it is possible to ease the warpage of the surface material to the back side.

また、前記保持側支持部材は、断面がU型状に形成され、前記固定側支持部材は、断面がZ型状に形成されていてもよい。   The holding side support member may be U-shaped in cross section, and the fixed side support member may be Z-shaped in cross section.

このように構成すれば、表面材の横方向一端をU型状断面の保持側支持部材で保持し、表面材の横方向他端をZ型状断面の固定側支持部材で固定して表面材の動きを規制することにより表面材の取り付けが完了するので、表面材を発泡樹脂ブロックに取り付ける作業を効率良く行うことができる。   According to this structure, one end of the surface material in the lateral direction is held by the holding side support member of the U-shaped cross section, and the other end of the surface material in the lateral direction is fixed by the fixed side support member of the Z-shaped cross section. Since the attachment of the surface material is completed by regulating the movement of the surface material, the work of attaching the surface material to the foamed resin block can be efficiently performed.

また、前記表面材の上部と隣接物との間にガスケットを有し、前記ガスケットは、透水性を有していてもよい。透水性を有するガスケットには、透水性を有する材質で形成されたガスケット、透水溝などを有するガスケットがある。   In addition, a gasket may be provided between the upper portion of the surface material and the adjacent member, and the gasket may have water permeability. Among the gaskets having water permeability, there are a gasket formed of a material having water permeability, a gasket having a water penetration groove and the like.

このように構成すれば、各発泡樹脂ブロックに支持した表面材の間をガスケットでシールして、雨水などが表面材の裏側に進入することを適切に防ぎ、表面材の裏側に雨水などが進入しても透水性を有しているので下方へ排水することができる。   According to this structure, the space between the surface materials supported by the respective foamed resin blocks is sealed with a gasket to appropriately prevent rain water or the like from entering the back side of the surface material, and rain water or the like enters the back side of the surface material However, since it has water permeability, it can be drained downward.

一方、本発明の軽量盛土工法の構築構造は、前記いずれかの表面材取付構造を備え、前記表面材の重量を重量受け部材で支持し、前記表面材の一端を保持側支持部材で保持し、対向する他端を固定側支持部材で固定した発泡樹脂ブロックを複数積み重ねて土木構造物を構築し、前記積み重ねた発泡樹脂ブロックの表面材の上部と隣接する表面材との間に透水性を有するガスケットを装着し、前記固定側支持部材と隣接する保持側支持部材との間にガスケットを装着している。   On the other hand, the construction structure of the light weight filling method according to the present invention comprises any of the above-mentioned surface material mounting structures, wherein the weight of the surface material is supported by a weight receiving member, and one end of the surface material is held by a holding side supporting member. A plurality of foamed resin blocks having the other end fixed by the fixed side supporting member are stacked to construct a civil engineering structure, and water permeability is established between the upper surface of the stacked foamed resin block and the adjacent surface material. The gasket is mounted, and the gasket is mounted between the stationary support member and the adjacent support member.

この構成により、発泡樹脂ブロックに圧縮クリープ変形を生じても、表面材は保持側支持部材と固定側支持部材との間で動いて取り付けている部分に大きな力が作用しないようにできる。しかも、表面材の構築を含めた軽量盛土工法による土木構築物の施工性を向上でき、表面材を交換する場合も一部の表面材のみを取り外して容易に交換することができる。   According to this configuration, even if compression creep deformation occurs in the foamed resin block, the surface material can be moved between the holding side support member and the fixed side support member so that a large force does not act on the attached portion. In addition, the workability of the civil engineering construction by the light weight filling method including the construction of the surface material can be improved, and even when the surface material is replaced, only a part of the surface material can be removed and easily replaced.

また、前記透水性を有するガスケットは、前記発泡樹脂ブロックと接する面に縦方向の透水溝を有していてもよい。   Further, the gasket having water permeability may have a water permeable groove in the longitudinal direction on the surface in contact with the foamed resin block.

このように構成すれば、上部より進入した雨水は透水溝を介して下方へ迅速に排水することができる。   According to this structure, the rainwater entering from the upper portion can be rapidly drained downward through the water transmission groove.

本発明によれば、発泡樹脂ブロックに圧縮変形や変位を生じても表面材に負担がかからない取付構造となり、表面材の変形や破損を防止することが可能となる。   According to the present invention, even if the foamed resin block is subjected to compressive deformation or displacement, the mounting structure does not impose a load on the surface material, and it becomes possible to prevent the deformation or breakage of the surface material.

また、表面材の取替えの際には、固定側支持部材を外すことで容易に表面材の脱着ができ、作業効率良く表面材を交換することが可能となる。   Further, when replacing the surface material, the surface material can be easily desorbed by removing the fixed side support member, and the surface material can be replaced with good working efficiency.

図1は本発明の一実施形態に係る表面材取付構造を備えた発泡樹脂ブロックの斜視図である。FIG. 1 is a perspective view of a foamed resin block provided with a facing mounting structure according to an embodiment of the present invention. 図2は図1に示すII−II矢視の拡大断面図である。FIG. 2 is an enlarged cross-sectional view taken along the line II-II in FIG. 図3は図1に示すガスケットの一方を示す斜視図である。FIG. 3 is a perspective view showing one of the gaskets shown in FIG. 図4は図1に示す発泡樹脂ブロックを積み重ねた状態の接合部分を示す縦断面図である。FIG. 4 is a longitudinal sectional view showing a joint portion in a state in which the foamed resin blocks shown in FIG. 1 are stacked. 図5は図1に示す発泡樹脂ブロックで構築した壁面の側面図である。FIG. 5 is a side view of a wall constructed of the foamed resin block shown in FIG. 図6は従来の表面材取付構造の軽量盛土工法で構築した道路の断面図である。FIG. 6 is a cross-sectional view of a road constructed by the light weight filling method of the conventional surface material mounting structure.

以下、本発明の実施形態を図面に基づいて説明する。以下の実施形態では、外表面の側面視が横長矩形状の発泡樹脂ブロックに表面材を取り付ける構造を例に説明する。   Hereinafter, embodiments of the present invention will be described based on the drawings. In the following embodiment, a structure in which a surface material is attached to a foamed resin block having a rectangular shape with a laterally long side view of the outer surface will be described as an example.

図1に示すように、発泡樹脂ブロック1は、発泡スチロールなどで形成されており、外表面2の側面視が横長矩形状に形成されたブロックとなっている。この発泡樹脂ブロック1の外表面2における左右位置端部(対向する両端部)には、上下2箇所にアンカー部材10が取り付けられている(図では、右端部のみ図示)。このアンカー部材10は、発泡樹脂ブロック1の両側部に少なくとも上下2箇所に取り付けられるのが好ましい。   As shown in FIG. 1, the foamed resin block 1 is formed of expanded polystyrene or the like, and the outer surface 2 is a block in which a side view of the outer surface 2 is formed in a horizontally long rectangular shape. Anchor members 10 are attached to the upper and lower two locations at the left and right positions (the opposite ends) on the outer surface 2 of the foamed resin block 1 (only the right end is shown in the figure). The anchor members 10 are preferably attached to at least two upper and lower positions on both sides of the foamed resin block 1.

アンカー部材10は、ステンレスなどで形成されたプレートをU字状に折り曲げて形成されており、一方の折曲部は先端部が発泡樹脂ブロック1に食い込み易い爪部11に形成され、他方の折曲部は平面部12に形成されている。このアンカー部材10は、発泡樹脂ブロック1の側面に爪部11を食い込ませ、平面部12が外表面2に位置するように取り付けられている。アンカー部材10は、爪部11のアンカー効果によって強固に発泡樹脂ブロックに結合することができるようになっている。   The anchor member 10 is formed by bending a plate made of stainless steel or the like into a U-shape, and one bent portion is formed into a claw portion 11 which easily bites into the foamed resin block 1 and the other is folded The curved portion is formed on the flat portion 12. The anchor member 10 is attached such that the claw portion 11 bites into the side surface of the foamed resin block 1 so that the flat portion 12 is positioned on the outer surface 2. The anchor member 10 can be firmly coupled to the foamed resin block by the anchor effect of the claws 11.

そして、一方(図示する右側)のアンカー部材10の平面部12には、断面がU型状に形成された保持側支持部材20が取り付けられている。また、もう一方(図示する左側)のアンカー部材10(図2)の平面部12には、表面材(セメント系のパネル等)50の動きを規制する断面が略Z型状に形成された固定側支持部材25が取り付けられている。これら保持側支持部材20及び固定側支持部材25は、ステンレスなどで形成され、発泡樹脂ブロック1の対向する左右位置端部に、縦方向に延びるように設けられている。詳細は、図2で説明する。   Then, a holding side support member 20 having a U-shaped cross section is attached to the flat portion 12 of one (right side shown) anchor member 10. In addition, on the flat portion 12 of the other (left side shown) anchor member 10 (FIG. 2), a fixing is formed so that a cross section for restricting the movement of the surface material (cement panel etc.) 50 is substantially Z-shaped. The side support member 25 is attached. The holding side support member 20 and the fixed side support member 25 are made of stainless steel or the like, and are provided at the opposite left and right positions of the foamed resin block 1 so as to extend in the longitudinal direction. Details will be described in FIG.

また、上記発泡樹脂ブロック1の外表面2の下部中央部分には、重量受け部材15が取り付けられている。重量受け部材15は、ステンレスなどで形成されたプレートを断面略Z形状に折り曲げて形成されており、一方の折曲部は先端部が発泡樹脂ブロック1に食い込み易い爪部16に形成され、他方の折曲部は表面材50を受けるための平面部17に形成されている。重量受け部材15は、表面材50を下方から支持し、下側への移動を規制している。なお、重量受け部材15は、上記保持側支持部材20と固定側支持部材25とに表面材50の重量を支持する機能を具備させるようにしてもよい。上記アンカー部材10、保持側支持部材20、固定側支持部材25及び重量受け部材15は、ステンレスで形成したものとする他に、溶融亜鉛メッキ鋼板、アルミニウムなど、他の金属などで形成したものとしてもよい。   Further, a weight receiving member 15 is attached to the lower central portion of the outer surface 2 of the foamed resin block 1. The weight receiving member 15 is formed by bending a plate made of stainless steel or the like into a substantially Z-shaped cross section, and one bent portion is formed into a claw portion 16 which easily bites into the foamed resin block 1, The bent portion is formed on the flat portion 17 for receiving the surface material 50. The weight receiving member 15 supports the surface member 50 from the lower side, and regulates the movement to the lower side. The weight receiving member 15 may have a function of supporting the weight of the surface member 50 by the holding side support member 20 and the fixed side support member 25. The anchor member 10, the holding side support member 20, the fixed side support member 25 and the weight receiving member 15 are not only formed of stainless steel but also formed of a hot dip galvanized steel plate, aluminum, other metals, etc. It is also good.

さらに、発泡樹脂ブロック1の外表面2には、発泡樹脂ブロック1と表面材50との間に空間35(図2)を保持するための保持部材たる裏当てゴム30が複数箇所に設けられている。この実施形態の裏当てゴム30は、硬質のシリコン系ゴムなどで形成されるが、他に、エチレンプロピレンゴム(EPDM)、クロロプレンゴム(CR)、ウレタンゴム等で形成したものとしてもよい。裏当てゴム30は、表面材50と発泡樹脂ブロック1との間に、表面材50の裏面側に進入した雨水などを排水するための空間35を形成するものである。また、裏当てゴム30を設置することで、表面材50の裏面側への反りを緩和することもできる。   Furthermore, on the outer surface 2 of the foamed resin block 1, backing rubbers 30 serving as holding members for holding the space 35 (FIG. 2) between the foamed resin block 1 and the surface material 50 are provided at a plurality of locations There is. The backing rubber 30 of this embodiment is formed of hard silicone rubber or the like, but may be formed of ethylene propylene rubber (EPDM), chloroprene rubber (CR), urethane rubber or the like. The backing rubber 30 forms a space 35 between the surface material 50 and the foamed resin block 1 for draining rainwater or the like which has entered the back surface side of the surface material 50. Moreover, the curvature to the back side of the surface material 50 can also be relieved by installing the backing rubber 30.

さらに、表面材50の上部と隣接する表面材(図示略)との間の目地部と、固定側支持部材25と隣接する保持側支持部材(図示略)との間の目地部とには、目地を塞ぐガスケット40,41が装着されている(図では、固定側支持部材25の部分と表面材50の上部とにガスケット40,41を図示している)。表面材50の上部と隣接物(他の発泡樹脂ブロック1、隣接するコンクリート材など)との間に装着されるガスケット40は、ポリ塩化ビニル(PVC)、シリコン、EPDM、CR、ウレタン等の発泡体で形成され、後述するように透水性を有している。   Furthermore, the joint between the upper surface of the surface member 50 and the adjacent surface material (not shown) and the joint between the fixed side support member 25 and the holding side support member (not shown) are: Gaskets 40 and 41 for closing the joints are mounted (in the figure, the gaskets 40 and 41 are shown on the portion of the fixed side support member 25 and the upper portion of the surface material 50). The gasket 40 mounted between the upper portion of the surface material 50 and the adjacent member (other foamed resin block 1, adjacent concrete material, etc.) is formed of polyvinyl chloride (PVC), silicon, EPDM, CR, urethane, etc. It is formed by the body and has water permeability as described later.

そして、上記したような構成により、発泡樹脂ブロック1の外表面側に表面材50が取り付けられている。表面材50の大きさは、発泡樹脂ブロック1の圧縮クリープ変形を見込んで外表面2の大きさよりも少し小さく形成されている。圧縮クリープ変形を見込んだ大きさにしているのは、圧縮クリープ変形により発泡樹脂ブロック1が収縮した場合に、隣接する表面材50同士が接触して破損するのを防ぐためである。また、保持側支持部材20と固定側支持部材25との間で圧縮されないようにするためでもある。なお、発泡樹脂ブロック1が圧縮クリープ変形しても当接しない隣接物としては、隣接する表面材50以外に、土木構造物を形成する他のコンクリート材などを含む。表面材50としては、軽量盛土工法によって構築する土木構造物の表面仕上げ材として使用できるものであればよく、コンクリートパネル、樹脂系パネル、金属系パネルなどを用いることができる。   The surface material 50 is attached to the outer surface side of the foamed resin block 1 by the above-described configuration. The size of the surface material 50 is formed slightly smaller than the size of the outer surface 2 in anticipation of compressive creep deformation of the foamed resin block 1. The size in consideration of the compression creep deformation is to prevent adjacent surface materials 50 from contacting and breaking when the foamed resin block 1 contracts due to the compression creep deformation. It is also for preventing compression between the holding side support member 20 and the fixed side support member 25. In addition, as an adjacent thing which does not contact even if the foamed resin block 1 carries out compression creep deformation, other concrete materials etc. which form a civil engineering structure other than the adjacent surface material 50 are included. As the surface material 50, any material can be used as long as it can be used as a surface finish material of a civil engineering structure to be constructed by a lightweight filling method, and a concrete panel, a resin-based panel, a metal-based panel or the like can be used.

図2に示すように、発泡樹脂ブロック1の外表面2における対向する両端部にはアンカー部材10が取り付けられている。図示する右側のアンカー部材10には、略U型状断面に折り曲げられた保持側支持部材20がビス23で取り付けられている。保持側支持部材20は、略U型状断面の一方が固定部21となっており、他方が保持部22となっている。固定部21は、保持部22よりも長く形成されており、保持部22よりも長く形成された部分がビス23でアンカー部材10に取り付けられている。保持部22は、表面材50の一端を保持できる長さに形成されている。図示する左側のアンカー部材10には、略Z型状断面に折り曲げられた固定側支持部材25がビス28で取り付けられている。固定側支持部材25は、略Z型状断面の一方が固定部26となっており、他方が押え部27となっている。固定側支持部材25は、固定部26をアンカー部材10にビス28で取り付けることで、押え部27が表面材50を押えて動きを規制する。   As shown in FIG. 2, anchor members 10 are attached to opposite ends of the outer surface 2 of the foamed resin block 1. A holding side support member 20 bent to a substantially U-shaped cross section is attached to the right anchor member 10 shown by a screw 23. One of the substantially U-shaped cross sections of the holding side support member 20 is a fixing portion 21, and the other is a holding portion 22. The fixing portion 21 is formed to be longer than the holding portion 22, and a portion formed to be longer than the holding portion 22 is attached to the anchor member 10 with a screw 23. The holding portion 22 is formed to have a length capable of holding one end of the surface material 50. A stationary support member 25 bent into a substantially Z-shaped cross section is attached to the left anchor member 10 shown by a screw 28. In the stationary support member 25, one of the substantially Z-shaped cross sections is a fixing portion 26 and the other is a pressing portion 27. The fixing side support member 25 fixes the fixing portion 26 to the anchor member 10 with the screw 28 so that the pressing portion 27 presses the surface material 50 to restrict the movement.

これらの支持部材20,25は、発泡樹脂ブロック1の外表面2側に表面材50を保持するためのものであり、アンカー部材10は、発泡樹脂ブロック1の外表面2に支持部材20,25を取り付けるための取付金具である。このようにアンカー部材10に取り付けた支持部材20,25により、表面材50はビスなどを用いることなく、発泡樹脂ブロック1の外表面2に取り付けることができる。   These support members 20 and 25 are for holding the surface member 50 on the outer surface 2 side of the foamed resin block 1, and the anchor members 10 are supported on the outer surface 2 of the foamed resin block 1. It is a mounting bracket for attaching. Thus, by the support members 20 and 25 attached to the anchor member 10, the surface material 50 can be attached to the outer surface 2 of the foamed resin block 1 without using a screw or the like.

すなわち、上記したように構成された表面材取付構造60により、発泡樹脂ブロック1ヘの表面材50の取付手順としては、以下のようになる。まず、保持側支持部材20の保持部22で表面材50の片方(右方)を係止するようにはめ込み、下側の重量受け部材15に表面材50を載せる。その後、表面材50の他方(左方)を固定側支持部材25の押え部27で係止した状態で、固定側支持部材25の固定部26をアンカー部材10にビス28で取り付ける。これにより、表面材50を発泡樹脂ブロック1に取り付ける作業が完了する。なお、この図では、この固定側支持部材25と、隣接する発泡樹脂ブロック1の保持側支持部材20との間に装着されるガスケット41が図示されている。   That is, according to the surface material attaching structure 60 configured as described above, the attachment procedure of the surface material 50 to the foamed resin block 1 is as follows. First, one side (right side) of the surface material 50 is engaged so as to be locked by the holding portion 22 of the holding side support member 20, and the surface material 50 is placed on the lower weight receiving member 15. Thereafter, the fixing portion 26 of the fixed support member 25 is attached to the anchor member 10 with the screw 28 in a state where the other (left) of the surface member 50 is locked by the pressing portion 27 of the fixed support member 25. Thereby, the work of attaching the surface material 50 to the foamed resin block 1 is completed. In addition, in this figure, the gasket 41 mounted between this stationary-side support member 25 and the holding-side support member 20 of the adjacent foamed resin block 1 is illustrated.

このようにして発泡樹脂ブロック1に取り付けられた表面材50は、ビスなどで取り付けられておらず、両支持部材20,25で保持され、重量受け部材15に載置されているだけである。そのため、発泡樹脂ブロック1の上下左右の変位や圧縮クリープに対して表面材50には負担がかかることがなく、また取り付け部が影響を受けることもない。また、表面材50は発泡樹脂ブロック1の圧縮変形を見込んで少し小さい大きさに形成されているので、発泡樹脂ブロック1の変形によって表面材50同士が接触して破損する恐れもない。しかも、発泡樹脂ブロック1には、複数箇所に裏当てゴム30が設置されているので、表面材50の裏面側への反りを緩和することもできる。   The surface member 50 attached to the foamed resin block 1 in this manner is not attached by a screw or the like, but is held by both the support members 20 and 25 and is only placed on the weight receiving member 15. Therefore, no load is imposed on the surface material 50 with respect to vertical and horizontal displacement and compression creep of the foamed resin block 1, and the attachment portion is not affected. Further, since the surface material 50 is formed in a slightly smaller size in anticipation of the compressive deformation of the foamed resin block 1, there is no possibility that the surface materials 50 contact with each other and break due to the deformation of the foamed resin block 1. And since backing rubber 30 is installed in a plurality of places in foaming resin block 1, the curvature to the back side of surface material 50 can also be eased.

図3に示すように、上記表面材50の上部と隣接する表面材50との間の目地部に装着されるガスケット40は、発泡樹脂ブロック1と接する側に上下方向に連通する透水溝42が複数本設けられている。この実施形態のガスケット40は、PVC系の発泡体を成形したものに透水溝42を設けて透水性を有する構成としているが、透水溝42ではなく、連続気泡型発泡プラスチック等の透湿性を有する材料などを透水性のないガスケットに貼り合わせたものとしてもよい。   As shown in FIG. 3, the gasket 40 attached to the joint between the upper portion of the surface member 50 and the adjacent surface member 50 has a water-permeable groove 42 communicating vertically in the side in contact with the foamed resin block 1. A plurality of bottles are provided. The gasket 40 of this embodiment is configured to have water permeability by providing a water permeation groove 42 in a molded PVC-based foam, but it has moisture permeability such as open cell foam plastic instead of the water permeation groove 42. A material or the like may be bonded to a non-permeable gasket.

図4は、上記発泡樹脂ブロックを積み重ねた状態の接合部分を示す縦断面図である。図示するように、発泡樹脂ブロック1の下部には重量受け部材15が設けられており、表面材50はこの重量受け部材15の平面部17に載置されて重量が支持されている。そして、積み重ねられた発泡樹脂ブロック1の表面材50の間に上記ガスケット40が装着される。このガスケット40には、発泡樹脂ブロック1と接する面に透水溝42が設けられているので、表面材50の裏面側と発泡樹脂ブロック1との間の空間35に雨水45などが進入したとしても、ガスケット40の透水溝42を介して下方へ排水することができる。この雨水45などは、最終的には最下部の表面材50と発泡樹脂ブロック1との間から外部に排水される。   FIG. 4 is a longitudinal cross-sectional view showing a bonded portion in a state in which the foam resin blocks are stacked. As shown in the figure, a weight receiving member 15 is provided at the lower part of the foamed resin block 1, and the surface material 50 is placed on the flat portion 17 of the weight receiving member 15 to support the weight. Then, the gasket 40 is mounted between the facings 50 of the foam resin block 1 stacked. Since this gasket 40 is provided with the water permeable groove 42 on the surface in contact with the foamed resin block 1, even if rainwater 45 or the like enters the space 35 between the back surface side of the surface material 50 and the foamed resin block 1. The water can be drained downward through the water penetration groove 42 of the gasket 40. The rainwater 45 and the like are finally drained to the outside from between the lowermost surface member 50 and the foamed resin block 1.

図5に示すように、上記したように表面材50を取り付けた発泡樹脂ブロック1が積み重ねられて道路などの土木構造物70が構築される。発泡樹脂ブロック1の積み上げ時には、上下左右の表面材50の間にガスケット40,41が取り付けられる。表面材50を取り付ける発泡樹脂ブロック1は、壁面側となるブロックのみで、他のブロックは表面材50が取り付けられていないブロックである。積み上げられる発泡樹脂ブロック1同士は、図示されない結合部材で結合されて一体の構造物となるようになっている。   As shown in FIG. 5, as described above, the foamed resin blocks 1 attached with the surface material 50 are stacked to construct a civil engineering structure 70 such as a road. When the foamed resin block 1 is stacked, gaskets 40 and 41 are attached between the upper, lower, left, and right surface materials 50. The foamed resin block 1 to which the surface material 50 is attached is only the block on the wall surface side, and the other blocks are blocks to which the surface material 50 is not attached. The foamed resin blocks 1 to be stacked are joined together by a joining member (not shown) to form an integral structure.

また、上記したように表面材50の間にガスケット40,41を装着して構築された土木構造物70は、表面材50の上下方向の目地(隙間)はガスケット40を装着することで覆われ、固定側支持部材25を取り付けているビス28もガスケット41で覆われて外から見えない構築構造61となるため、外観の美しい土木構造物70となる。   Further, in the civil engineering structure 70 constructed by mounting the gaskets 40 and 41 between the surface members 50 as described above, the joints (gaps) in the vertical direction of the surface members 50 are covered by mounting the gaskets 40. Since the screw 28 to which the fixed side support member 25 is attached is also covered with the gasket 41 and becomes the construction structure 61 which can not be seen from the outside, the civil engineering structure 70 having a beautiful appearance is obtained.

そして、このような軽量盛土工法によって形成された土木構造物70(道路など)は、何らかの理由により一部の表面材50が破損したとしても、その表面材50を上記取付手順と反対の手順で容易に取り外して交換することができる。すなわち、破損した表面材50の上下側及び固定側支持部材25側のガスケット40,41を取り外し、次いで固定側支持部材25をアンカー部材10に取り付けているビス28を取り外せば固定側支持部材25を発泡樹脂ブロック1から取り外すことができる。これにより、表面材50の保持が外れ、その発泡樹脂ブロック1の表面材50のみを取り外すことができる。そして、新たな表面材50の取り付けは、上述した取付手順で行うことにより、容易に新しい表面材50を取り付けることができる。   And civil engineering structure 70 (a road etc.) formed by such a light weight filling method, even if a part of surface material 50 is damaged for some reason, the surface material 50 is carried out in the procedure opposite to the above-mentioned attachment procedure. It can be easily removed and replaced. That is, the gaskets 40 and 41 on the upper and lower sides of the damaged surface material 50 and the fixed support member 25 are removed, and then the screw 28 attaching the fixed support member 25 to the anchor member 10 is removed. It can be removed from the foamed resin block 1. Thereby, holding | maintenance of the surface material 50 remove | deviates, and only the surface material 50 of the foamed resin block 1 can be removed. And the attachment of the new surface material 50 can attach the new surface material 50 easily by performing in the attachment procedure mentioned above.

以上のように、上記軽量盛土工法における表面材取付構造60及び軽量盛土工法の構築構造61によれば、発泡樹脂ブロック1に取り付けたアンカー部材10に固定する保持側支持部材20及び固定側支持部材25に表面材50を取り付けるので、発泡樹脂ブロック1の圧縮クリープ変形や変位によっても表面材50ヘの負担がかからない構造となる。つまり、発泡樹脂ブロック1に圧縮クリープ変形を生じ、その変形によって支持部材20,25が変位したとしても、表面材50はその支持部材20,25の変位に追従して、表面材50の破損や変形を防止することができる。   As described above, according to the surface material mounting structure 60 and the construction structure 61 of the light weight filling method in the light weight filling method, the holding side support member 20 and the fixed side support member fixed to the anchor member 10 attached to the foamed resin block 1 Since the surface material 50 is attached to the surface 25, the surface material 50 is not burdened even by compressive creep deformation or displacement of the foamed resin block 1. That is, even if compression creep deformation occurs in the foamed resin block 1 and the support members 20 and 25 are displaced due to the deformation, the surface material 50 follows the displacement of the support members 20 and 25 and breakage of the surface material 50 or Deformation can be prevented.

また、表面材50と発泡樹脂ブロック1との間の裏当てゴム30により排水経路となる空間35を確保しているので、表面材50と発泡樹脂ブロック1との間に雨水45などが進入したとしても空間35を下方へ流れる。そして、表面材50の間のガスケット40に設けた透水溝42により、上方からの水を下方へ排水することができる。従って、表面材50と発泡樹脂ブロック1の間に雨水などが滞留することはなく、表面材50と発泡樹脂ブロック1の耐久性低下を防止することができる。   In addition, since the space 35 to be a drainage path is secured by the backing rubber 30 between the surface material 50 and the foam resin block 1, rainwater 45 or the like has entered between the surface material 50 and the foam resin block 1 Even in the space 35, it flows downward. And water can be drained downward from the upper side by the water penetration groove 42 provided in the gasket 40 between the facings 50. Therefore, rainwater and the like do not stay between the surface material 50 and the foamed resin block 1, and the decrease in durability of the surface material 50 and the foamed resin block 1 can be prevented.

さらに、一部の表面材50が破損したとしても、上記したようにガスケット40,41と固定側支持部材25とを取り外すことで個別に交換することが容易にでき、しかも、重量受け部材15を設けて表面材50の重量を支持するようにしているので、作業性良く表面材50を交換することができる。   Furthermore, even if part of the surface member 50 is broken, it can be easily replaced individually by removing the gaskets 40 and 41 and the fixed side support member 25 as described above, and the weight receiving member 15 can be Since the weight is provided to support the weight of the surface material 50, the surface material 50 can be replaced with good workability.

なお、上記実施形態では、表面材50を発泡樹脂ブロック1に取り付け、その発泡樹脂ブロック1を積み重ねて土木構造物70を構築する例を説明したが、先にアンカー部材10のみを取り付けた発泡樹脂ブロック1を積み上げ、その後、壁面を形成する各発泡樹脂ブロック1に表面材50を取り付けるようにしてもよく、軽量盛土工法における土木構造物70の構築手順は上記実施形態に限定されるものではない。   In the above embodiment, the surface material 50 is attached to the foamed resin block 1, and the foamed resin block 1 is stacked to construct the civil engineering structure 70. However, the foamed resin to which only the anchor member 10 is attached first The blocks 1 may be stacked, and then the surface material 50 may be attached to each foamed resin block 1 forming the wall surface, and the construction procedure of the civil engineering structure 70 in the lightweight filling method is not limited to the above embodiment. .

また、上記実施形態では、外表面2が横長矩形状に形成された発泡樹脂ブロック1を例に説明したが、他の形態の発泡樹脂ブロックでも同様に適用でき、発泡樹脂ブロックの形態は上記実施形態に限定されるものではない。   Moreover, although the said embodiment demonstrated the foam resin block 1 in which the outer surface 2 was formed in laterally long rectangular shape to the example, it can apply similarly also to the foam resin block of another form, and the form of the foam resin block is said implementation. It is not limited to the form.

さらに、上記実施形態は一例を示しており、本発明の要旨を損なわない範囲での種々の変更は可能であり、本発明は上記実施形態に限定されるものではない。   Furthermore, the said embodiment shows an example, A various change in the range which does not impair the summary of this invention is possible, and this invention is not limited to the said embodiment.

本発明に係る表面材取付構造は、軽量盛土工法で構築する種々の土木構造物における表面材の取付けに利用できる。   The surface material mounting structure according to the present invention can be used for mounting surface materials in various civil engineering structures constructed by a light-weight filling method.

1 発泡樹脂ブロック
2 外表面
10 アンカー部材
11 爪部
12 平面部
15 重量受け部材
16 爪部
17 平面部
20 保持側支持部材
21 固定部
22 保持部
23 ビス
25 固定側支持部材
26 固定部
27 押え部
28 ビス
30 裏当てゴム
35 空間
40 ガスケット
41 ガスケット
42 透水溝
50 表面材((セメント系のパネル等)
60 表面材取付構造
61 構築構造
70 土木構造物
1 Foamed resin block
Reference Signs List 2 outer surface 10 anchor member 11 claw portion 12 flat portion 15 weight receiving member 16 claw portion 17 flat portion 20 holding side support member 21 fixing portion 22 holding portion 23 screw 25 fixed side support member 26 fixing portion 27 pressing portion 28 screw 30 back Rubber pad 35 Space 40 Gasket 41 Gasket 42 Permeable groove 50 Surface material (Cement-based panels etc.)
60 surface material mounting structure 61 construction structure 70 civil engineering structure

Claims (6)

発泡樹脂ブロックを積み重ねて土木構造物を構築する軽量盛土工法において、前記発泡樹脂ブロックの外表面に表面材を取り付ける表面材取付構造であって、
前記発泡樹脂ブロックの外表面における対向する両端部に固定されるアンカー部材と、
前記アンカー部材の一方に取り付けられて前記表面材の一端を保持する保持側支持部材と、
前記アンカー部材の他方に取り付けられて前記表面材の他端の動きを規制する固定側支持部材と、
前記表面材の重量を支持する重量受け部材と、を備え、
前記保持側支持部材は、前記発泡樹脂ブロックの外表面の一方に固定した前記アンカー部材に取り付けできるように構成されており、
前記固定側支持部材は、前記発泡樹脂ブロックの外表面の他方に固定した前記アンカー部材に取り付け及び取り外しできるように構成されており、
前記表面材は、前記重量受け部材に支持された状態で前記保持側支持部材と固定側支持部材との間に保持されていることを特徴とする軽量盛土工法における表面材取付構造。
In a lightweight embankment method of building a civil engineering structure by stacking foamed resin blocks, a surface material mounting structure in which a surface material is attached to the outer surface of the foamed resin block,
Anchor members fixed to opposite ends of the outer surface of the foamed resin block;
A holding side support member attached to one of the anchor members to hold one end of the surface material;
A stationary support member attached to the other of the anchor members to restrict movement of the other end of the surface material;
And a weight receiving member for supporting the weight of the surface material,
The holding support member, said foam while being configured to cut at Attach to the anchor member fixed to the outer surface of the resin block,
The stationary support member is configured to be attachable to and removable from the anchor member fixed to the other of the outer surface of the foam resin block,
A surface material attaching structure in a light weight filling method, wherein the surface material is held between the holding side support member and a stationary side support member while being supported by the weight receiving member.
前記表面材と発泡樹脂ブロックとの間に、該表面材の裏面側に空間を確保する保持部材を有している請求項1に記載の軽量盛土工法における表面材取付構造。   The surface material attaching structure in the light-weight-filling construction method according to claim 1, further comprising a holding member for securing a space on the back surface side of the surface material, between the surface material and the foamed resin block. 前記保持側支持部材は、断面がU型状に形成され、
前記固定側支持部材は、断面がZ型状に形成されている請求項1又は2に記載の軽量盛土工法における表面材取付構造。
The holding side support member has a U-shaped cross section,
The surface material attachment structure in the light-weight embankment construction method according to claim 1 or 2, wherein the fixed side support member has a Z-shaped cross section.
前記表面材の上部と隣接物との間にガスケットを有し、
前記ガスケットは、透水性を有している請求項1〜3のいずれか1項に記載の軽量盛土工法における表面材取付構造。
With a gasket between the top of the facing and the adjacent one,
The surface material mounting structure in the lightweight filling method according to any one of claims 1 to 3, wherein the gasket has water permeability.
請求項1〜4のいずれか1項に記載の表面材取付構造を備えた軽量盛土工法の構築構造であって、
前記表面材の重量を重量受け部材で支持し、前記表面材の一端を保持側支持部材で保持し、対向する他端を固定側支持部材で固定した発泡樹脂ブロックを複数積み重ねて土木構造物を構築し、
前記積み重ねた発泡樹脂ブロックの表面材の上部と隣接する表面材との間に透水性を有するガスケットを装着し、前記固定側支持部材と隣接する保持側支持部材との間にガスケットを装着したことを特徴とする軽量盛土工法の構築構造。
It is a construction structure of the light weight filling method provided with the surface material mounting structure according to any one of claims 1 to 4,
A civil engineering structure is formed by stacking a plurality of foamed resin blocks in which the weight of the surface material is supported by a weight receiving member, one end of the surface material is held by a holding side support member, and the opposite end is fixed by a fixed side support member. Build
A water-permeable gasket is mounted between the upper surface of the stacked foam resin block and an adjacent surface material, and a gasket is mounted between the fixed-side support member and the adjacent holding-side support member. Construction of lightweight embankment method characterized by
前記透水性を有するガスケットは、前記発泡樹脂ブロックと接する面に縦方向の透水溝を有している請求項5に記載の軽量盛土工法の構築構造。   The construction of a lightweight embankment construction method according to claim 5, wherein the water permeable gasket has a water permeable groove in a longitudinal direction on the surface in contact with the foamed resin block.
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