JP2004116183A - Connecting tool for lamination of foamed resin blocks, and connection and lamination method for foamed resin blocks using the connecting tool - Google Patents

Connecting tool for lamination of foamed resin blocks, and connection and lamination method for foamed resin blocks using the connecting tool Download PDF

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JP2004116183A
JP2004116183A JP2002282635A JP2002282635A JP2004116183A JP 2004116183 A JP2004116183 A JP 2004116183A JP 2002282635 A JP2002282635 A JP 2002282635A JP 2002282635 A JP2002282635 A JP 2002282635A JP 2004116183 A JP2004116183 A JP 2004116183A
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Japan
Prior art keywords
foamed resin
connecting tool
present
head
blocks
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JP2002282635A
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JP4250394B2 (en
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Hiromi Matsushita
松下 裕美
Akiko Matsushita
松下 暁子
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a connecting tool capable of efficiently integrally connecting laminated foamed blocks, in a civil engineering construction method using a laminated product of foamed resin block as civil engineering material, and being prevented from loosening or dropping out from the foamed resin blocks after the connecting integration. <P>SOLUTION: This connecting tool for lamination of foamed resin blocks comprises a horizontal head part 12 and insert parts 13a and 13b extended vertically from both ends of the head part 12. <P>COPYRIGHT: (C)2004,JPO

Description

【0001】
【発明の属する技術分野】
本発明は、発泡樹脂ブロック(以下、発泡ブロックという)を並接・積層したものを土木材料として用いる土木工法(以下、盛土工法という)において、並接・積層した発泡ブロックどうしを連結するために用いる連結具及び該連結具を用いた発泡ブロックの連結積層方法に関するものである。
【0002】
【従来の技術】
近年、道路や土地造成等の土木工事に上記盛土工法が利用されるようになって来ており、大形の発泡ブロックを積層したものが盛土材料や裏込め材料として用いられている。
この発泡ブロックは、発泡ポリスチレン、ポリウレタン等からなり、標準的ブロックとして、例えば縦2m×横1m×厚さ10〜50cmの角材に加工されたものが多用されている。
【0003】
例えば、図8に示すような道路盛土工においては、基礎地盤1の掘削面2に砂等でレベリング層3を形成し、レベリング層3の上面に発泡ブロック4を千鳥状に複数層並接・積み重ねながら、発泡ブロック4を連結板5、6で連結して行く。
【0004】
連結板5、6は亜鉛メッキした鉄板からなっている。連結板5は、図9に示すように周縁両面に複数個の爪7が突設されており、図10に示すように発泡ブロック4の各層間に適用される。また、連結板6は、図11に示すように周縁片面に複数個の爪7が突設されており、図12に示すように発泡ブロック4の最上面又は側面に適用される。
【0005】
発泡ブロック4の設置が完了すると、その天端にコントロール床版8を打設した後、発泡盛土の法面に覆土工9を施して道路盛土工を完了する。
【0006】
一方、積み重ねた発泡ブロックの上方から下層に棒状の連結具を突き刺して、上下層の発泡ブロック相互を連結する発泡ブロックの連結一体化工法及び連結具が提案されている(例えば、特許文献1、2参照)。
【0007】
【特許文献1】
特公平7−56141号公報(第1図〜第7図)
【特許文献2】
特開2000−220145号公報(図1〜図16)
【0008】
【発明が解決しようとする課題】
しかし、従来の連結板5、6により発泡ブロック4を連結する方法は、▲1▼相対する発泡ブロック4を2層毎に連結しなければならず、3層以上を一挙に連結することはできないので極めて能率が悪い、▲2▼爪7に物が当たったりすると爪の角度が変わり易いので、使用前に修正を必要とすることが多く、いきおい作業性の低下は免れない、▲3▼爪7は、その高さが25mm程度であるので、作業中に、例えば振動等により脱出し易く、また連結した後も地震等により上下又は左右に振動が加わった場合に脱出し易く連結力が弱い、▲4▼作業中に爪7が作業員の足に刺さったりして危険である、▲5▼錆等のため連結板5、6の寿命が短い、等の問題がある。
【0009】
他方、棒状連結具を突き刺して上下層の発泡ブロックを連結する方法は、上記連結板の問題点を概ね解消するものであるが、▲1▼1個づつ差し込むことになるため、作業性が悪い、▲2▼連結後に上下又は左右に振動が加わった場合に弛んだり、脱け出る虞れがある、▲3▼軸部に抜け止め用突起を設けた場合は上記問題は解消されるが(特許文献2の図10、図11参照)、一端突き刺した後に何らかの理由で引き抜く必要が生じたとしても引き抜くことが極めて困難である、▲4▼軸部が1本からなるため、隣接する発泡ブロックを横方向に連結一体化することができず、頭部に両端が鉤状に形成された連結具(特許文献2の図6、図8、図11参照)を用いたとしても、短い鉤状部により発泡ブロックの表層部のみが連結一体化されるに過ぎないため、その連結一体化力は極めて弱く不十分である。
【0010】
本発明は、従来の連結板5、6や棒状の連結具を改良して、前記のような問題点を取り除くことを目的とする。
【0011】
【課題を解決するための手段】
上記目的を達成するために、本発明の請求項1は水平状の頭部と、該頭部の両端より垂直方向に延設した差し込み部とからなることを特徴とする発泡樹脂ブロック積層用連結具を内容とする。
【0012】
本発明の請求項2は、差し込み部が、水平状の頭部の両端より垂直方向に降ろした線よりも5〜25度の範囲で内側寄りに曲げられている請求項1記載の発泡樹脂ブロック積層用連結具を内容とする。
【0013】
本発明の請求項3は、差し込み部の先端付近が、側面視で5〜25度の範囲で右又は左の方向に曲げられている請求項1又は2記載の発泡樹脂ブロック積層用連結具を内容とする。
【0014】
本発明の請求項4は、頭部の中央付近に窪みを設けた請求項1〜3のいずれか1項に記載の発泡樹脂ブロック積層用連結具を内容とする。
【0015】
本発明の請求項5は、千鳥状に並接・積層した複数層の発泡樹脂ブロックに、請求項1〜4のいずれか1項に記載の連結具の両差し込み部を、隣接する発泡樹脂ブロックに頭部を介して橋架するように差し込みながら上下、水平に連結一体化することを特徴とする発泡樹脂ブロックの連結積層方法を内容とする。
【0016】
【作用】
本発明の請求項1の連結具は、頭部とその両端より垂直方向に延設した差し込み部とからなるため、この連結具1個を千鳥状に並接・積層した複数層の発泡ブロックに差し込むと、従来の棒状連結具を2個差し込むのに相当し、従って、2倍の効率で連結一体化することができる。また、2個の差し込み部は頭部で連結されているため、それぞれの差し込み部に振動等により脱出させるような力が加わっても、両者を連結する頭部により互いに吸収緩和され、連結具の弛みや脱出が抑制される。また、隣接する発泡ブロック同士を橋架構造的に連結一体化できるので極めて強固に連結一体化される。
【0017】
本発明の請求項2の連結具は、差し込み部が内側に5〜25度曲げられているため、これを発泡ブロックに差し込む際には、若干外側又は内側に押し曲げられながら発泡ブロック中に差し込まれる。従って、発泡ブロック中では差し込み部は元の状態に戻ろうとして収縮又は拡張しようとするため、両差し込み部で発泡ブロックを内側に挟着又は外側に押圧しようとする力が働くので、振動等が加わっても一層弛みや脱出が起こりにくくなる。
【0018】
本発明の請求項3の連結具は、差し込み部の先端部分が側面視で5〜25度右又は左の方向に曲げられているため、上方への引き抜きの力に抗するように作用し、振動等が加わっても弛みや脱出は起こりにくくなる。
【0019】
本発明の請求項4の連結具は、水平状の頭部の中央付近に窪みが設けられているため、該窪みが発泡ブロックに食い込み、弛みや脱出が一層起こりにくくなる。
【0020】
本発明の請求項5の積層連結方法は、上記連結具の両差し込み部を隣接する発泡樹脂ブロックに差し込み、該連結具の頭部を介して橋架的に連結一体化するもので、振動が加わったとしても弛みや変形が生じにくく、長期に亘って安定した発泡ブロックの積層構造が得られる。
【0021】
【発明の実施の形態】
本発明の連結具は、水平状の頭部と、該頭部の両端より垂直方向に延設した差し込み部とからなることを特徴とする。連結具のサイズは特に制限されず、発泡ブロックのサイズ、作業性等を勘案して適宜決定すればよいが、好ましくは頭部は50〜150mm程度、より好ましくは80〜120mm程度、差し込み部は好ましくは600〜2500mm程度、より好ましくは650〜1200mm程度である。また、素材は硬鋼線材(JIS G 3506 SWRH 72A)が好ましく、線径3〜7mm程度のものが好ましい。
【0022】
また、差し込み部を内側寄りに曲げる角度は5〜25度の範囲が好ましい。5度より小さいと内側寄りに曲げる効果、即ち、弛みや脱出の防止効果が十分でなく、一方、25度より大きくなると、連結具を発泡ブロックに差し込みにくくなるので好ましくない。
【0023】
更に、差し込み部の先端付近を側面視で右又は左の方向に曲げる角度は5〜25度の範囲が好ましい。5度より小さいと右又は左に曲げる効果、即ち、弛みや脱出の防止効果が十分でなく、一方、25度より大きくなると、連結具を発泡ブロックに差し込みにくくなるので好ましくない。曲げる先端部付近とは、差し込み部の長さにより適宜決定すればよいが、好ましくは先端より30〜80mm程度、より好ましくは40〜70mm程度である。
【0024】
水平状の頭部の中央付近の窪みは少なくとも1個設けられ、必要に応じ複数個設けてもよい。窪みは発泡ブロックの表面に食い込み、連結具の弛みや浮き上りを防止する効果がある。
差し込み部の先端は、発泡ブロックの差し込みを容易とするために尖端化しておくことが望ましい。
【0025】
本発明における発泡ブロックはポリスチレン系樹脂、ポリウレタン系樹脂等からなり、それらのリサイクル品であってもよい。そのサイズは特に限定されず、施工現場や作業性等を勘案して適宜決定すればよいが、前記したように、例えば、標準サイズ縦2m×横1m×幅1〜50cmが代表的であり、軽量化や残土を収容するために透孔を設けたものでもよい。
【0026】
本発明の連結具を用いて発泡ブロックを連結・積層するには、千鳥状に並接・積層した複数層の発泡ブロックに本発明の連結具の両差し込み部を隣接する発泡ブロックに連結具の頭部を橋架するように差し込みながら上下、水平に連結一体化する。勿論、必要に応じ、発泡ブロックの隣接しない部分に用いても、上記した理由により脱出しにくい積層体が得られるばかりでなく、1個の差し込みで従前の棒状連結具の2本の差し込みに相当し、極めて効率的である。更に、必要に応じ、従来の棒状の連結具と併用してもよいことは云うまでもない。尚、本発明の連結具は頭部の上部に撓まない程度の鉄板等を当接し、該鉄板の上からハンマーで叩くことにより、効率良く発泡ブロックに差し込むことができる。
【0027】
【実施例】
以下、本発明の実施例を図面に基づいて説明するが、本発明はこれらの実施例に限定されるものでないことはいうまでもない。
【0028】
実施例1
図1に示すように、本実施例の連結具11は、線径4mmφの硬鋼線材(JISG 3506 SWRH 72A)からなり、水平状の頭部12(長さ100mm)と、その両端より垂直方向に延設された差し込み部13a、13b(長さ650mm)とからなる。差し込み部13a、13bの先端は尖端化されている。
【0029】
実施例2
図2に示すように、本実施例の連結具11は、実施例1の連結具において、差し込み部13a、13bが、頭部の両端より垂直方向に降ろした線よりも15度(図中、α)内側寄りに曲げられている他は、実施例1と同じである。
【0030】
実施例3、4
図3に示すように、本実施例の連結具11は、実施例1又は2に示した連結具において、差し込み部13a(13bは図示せず)の先端付近(先端から100mm)14a(14bは図示せず)が、側面視において、15度(図中、β)左方向に曲げられている他は、実施例1又は2と同じである。
【0031】
実施例5
図4に示すように、本実施例の連結具11は、実施例1に示した連結具において、水平状の頭部12の中央付近に窪み12aが設けられている他は実施例1と同じである。
【0032】
実施例6
図5に示すように、本実施例の連結具11は、実施例2に示した連結具において、水平状の頭部12の中央付近に窪み12aが設けられている他は実施例2と同じである。
【0033】
実施例7、8
図6に示すように、本実施例の連結具11は、実施例5又は6に示した連結具において、水平状の頭部12の中央付近に窪み12aが設けられている他は実施例5又は6と同じである。
【0034】
実施例9
上記実施例2(図2)の連結具11を用いて、例えば図7に示すような道路盛土工を施工するには、まず、基礎地盤15の掘削面16に砂等でレベリング層17を形成し、レベリング層17の上面に発泡ブロック18a、18b、18cを並接・積層し、連結具11を隣接する発泡ブロック18a、18b、18cにそれぞれ差し込みながら千鳥状に複数層並接・積み上げる。
【0035】
この場合、連結具11の差し込み部13a、13bを隣り合う発泡ブロック18a、18b、18cにそれぞれ差し込み、連結具11の頭部12を介して橋架するように差し込みながら上下、水平に連結一体化する。本実施例においては、最下層の発泡ブロック18aは、連結具11の差し込み部がレベリング層17、堀削面16を貫通し地中に差し込まれることにより固定されている。
【0036】
発泡ブロック18a、18b、18cの連結一体化を終えると、発泡ブロック18cの天端にコントロール床板19を打設した後、発泡盛土の法面に覆土工20を施工して道路盛土工を完了する。
【0037】
【発明の効果】
以上のように、本発明の発泡ブロック積層用連結具は、作業能率が高く、振動が加わった場合や地震等の場合においても弛んだり脱出しにくく、従って、長期に亘って安定した発泡ブロックの連結積層体が得られる。かくして、本発明の連結具及びこれを用いた盛土工法は、道路や土地造成、公園や庭の盛土、地滑り地の盛土等各種の土木工事に頗る有用である。
【図面の簡単な説明】
【図1】本発明の実施例1の連結具を示す正面図である。
【図2】本発明の実施例2の連結具を示す正面図である。
【図3】本発明の実施例3、4の連結具を示す側面図である。
【図4】本発明の実施例5の連結具を示す正面図である。
【図5】本発明の実施例6の連結具を示す正面図である。
【図6】本発明の実施例5、6の連結具を示す窪みの中央で切断した断面図である。
【図7】本発明の連結具を用いた発泡ブロックの連結積層方法及び盛土工法を示す概略図である。
【図8】従来の連結板を用いた発泡ブロックの連結積層方法及び盛土工法を示す概略図である。
【図9】従来の連結板の一例を示す斜視図である。
【図10】図9の連結板の使用状態を示す説明図である。
【図11】従来の連結板の他の例を示す斜視図である。
【図12】図11の連結板の使用状態を示す説明図である。
【符号の説明】
1、15 基礎地盤
2、16 掘削面
3、17 レベリング層
4、18a、18b、18c 発泡合成樹脂ブロック(発泡ブロック)
5、6 連結板
7 爪
8、19 コントロール床板
9、20 覆土工
11 連結具
12 頭部
12a 窪み
13a、13b 差し込み部
14a、14b 差し込み部の先端付近
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a civil engineering method (hereinafter, referred to as an embankment method) in which foamed resin blocks (hereinafter, referred to as foamed blocks) are juxtaposed and laminated as civil engineering materials. The present invention relates to a connecting tool used and a method for connecting and laminating foam blocks using the connecting tool.
[0002]
[Prior art]
In recent years, the above embankment method has been used for civil engineering works such as road and land development, and a laminate of large foam blocks is used as an embankment material or backfill material.
The foam block is made of expanded polystyrene, polyurethane, or the like, and as a standard block, a square block having a length of 2 m, a width of 1 m, and a thickness of 10 to 50 cm, for example, is frequently used.
[0003]
For example, in a road embankment as shown in FIG. 8, a leveling layer 3 is formed of sand or the like on an excavation surface 2 of a foundation ground 1, and a plurality of foam blocks 4 are juxtaposed in a staggered manner on the upper surface of the leveling layer 3. While stacking, the foam blocks 4 are connected by the connecting plates 5 and 6.
[0004]
The connecting plates 5 and 6 are made of galvanized iron plates. The connecting plate 5 has a plurality of claws 7 protruding on both peripheral edges as shown in FIG. 9 and is applied between the layers of the foam block 4 as shown in FIG. The connecting plate 6 has a plurality of claws 7 protruding from one peripheral surface as shown in FIG. 11, and is applied to the uppermost surface or side surface of the foam block 4 as shown in FIG.
[0005]
When the installation of the foam block 4 is completed, the control floor slab 8 is cast on the top end, and then the earth covering 9 is applied to the slope of the foam embankment to complete the road embankment.
[0006]
On the other hand, there has been proposed a method of connecting and integrating a foam block in which a rod-shaped connecting tool is pierced into a lower layer from above the stacked foam blocks to connect the upper and lower foam blocks to each other (for example, Patent Document 1, 2).
[0007]
[Patent Document 1]
Japanese Patent Publication No. 7-56141 (FIGS. 1 to 7)
[Patent Document 2]
JP-A-2000-220145 (FIGS. 1 to 16)
[0008]
[Problems to be solved by the invention]
However, in the conventional method of connecting the foam blocks 4 by the connecting plates 5 and 6, (1) the opposite foam blocks 4 must be connected every two layers, and three or more layers cannot be connected at once. (2) The angle of the nail is likely to change when an object hits the nail 7, so it is often necessary to correct it before use, and it is inevitable that vigorous workability will decrease. 7 has a height of about 25 mm, so that it easily escapes during work, for example, due to vibration or the like, and easily escapes when vibration is applied vertically or horizontally due to an earthquake or the like even after connection, and the connection force is weak. (4) There is a problem that the nail 7 is stuck to the worker's foot during the work, and (5) the life of the connecting plates 5 and 6 is short due to rust or the like.
[0009]
On the other hand, the method of connecting the foam blocks of the upper and lower layers by piercing the rod-shaped connecting tool generally solves the problem of the connecting plate, but (1) the workability is poor because one by one is inserted. (2) There is a risk of loosening or falling off when vibrations are applied vertically or horizontally after connection. (3) The above problem is solved when a retaining projection is provided on the shaft ( (See FIGS. 10 and 11 of Patent Document 2) Even if it is necessary to pull out for some reason after piercing one end, it is extremely difficult to pull out. (4) Since one shaft portion is formed, the adjacent foam block is used. Cannot be integrated in the lateral direction, and even if a connecting tool having both ends formed in a hook shape on the head (see FIGS. 6, 8, and 11 of Patent Document 2), a short hook shape is used. Only the surface layer of the foam block is connected and integrated by the part Because it is not only, the integrally connected force is very weak and insufficient.
[0010]
An object of the present invention is to improve the conventional connecting plates 5 and 6 and the bar-shaped connecting tool to eliminate the above-mentioned problems.
[0011]
[Means for Solving the Problems]
In order to achieve the above object, a first aspect of the present invention is a connection for laminating a foamed resin block, comprising: a horizontal head portion; and insertion portions extending vertically from both ends of the head portion. The contents are included.
[0012]
A second aspect of the present invention is the foamed resin block according to the first aspect, wherein the insertion portion is bent inward within a range of 5 to 25 degrees from a line vertically lowered from both ends of the horizontal head. Includes a connector for lamination.
[0013]
According to a third aspect of the present invention, there is provided the connector for laminating a foamed resin block according to the first or second aspect, wherein the vicinity of the tip of the insertion portion is bent rightward or leftward in a range of 5 to 25 degrees in side view. Content.
[0014]
According to a fourth aspect of the present invention, there is provided the connecting member for laminating a foamed resin block according to any one of the first to third aspects, wherein a recess is provided near the center of the head.
[0015]
According to a fifth aspect of the present invention, the two insertion portions of the connecting tool according to any one of the first to fourth aspects are connected to a plurality of foamed resin blocks that are juxtaposed and stacked in parallel. A method for connecting and laminating a foamed resin block is characterized in that it is connected and integrated vertically and horizontally while being inserted into a bridge via a head.
[0016]
[Action]
Since the connecting tool according to claim 1 of the present invention includes a head and an insertion portion extending vertically from both ends thereof, the connecting tool is formed into a multi-layer foam block in which one connecting tool is juxtaposed and stacked in a staggered manner. When inserted, it is equivalent to inserting two conventional rod-shaped connecting tools, so that the connecting and integrating can be performed twice as efficiently. Further, since the two insertion portions are connected by the head, even if a force that causes the two insertion portions to escape due to vibration or the like is applied, the two connection portions are absorbed and alleviated by the head that connects the two, and the connection tool is connected. Sag and escape are suppressed. In addition, since adjacent foam blocks can be connected and integrated in a bridge structure, they are extremely strongly connected and integrated.
[0017]
In the connecting tool according to the second aspect of the present invention, since the insertion portion is bent inward by 5 to 25 degrees, when inserting this into the foam block, it is inserted into the foam block while being slightly bent outward or inward. It is. Therefore, in the foam block, since the insertion portion tries to contract or expand in order to return to the original state, a force acts to pinch the foam block inside or press the outside at both insertion portions, so that vibration etc. Even if it is added, loosening and escape are less likely to occur.
[0018]
According to the third aspect of the present invention, since the distal end portion of the insertion portion is bent rightward or leftward by 5 to 25 degrees in a side view, it acts so as to resist the upward pulling force, Even if vibration or the like is applied, loosening or escape hardly occurs.
[0019]
In the connecting tool according to the fourth aspect of the present invention, since the recess is provided near the center of the horizontal head, the recess bites into the foam block, and loosening and escape are further unlikely to occur.
[0020]
According to a fifth aspect of the present invention, there is provided a method for stacking and connecting, wherein both insertion portions of the connecting tool are inserted into an adjacent foamed resin block and connected and integrated via a head of the connecting tool in a bridging manner. Even if it is not likely to be loosened or deformed, a laminated structure of a foamed block that is stable over a long period of time can be obtained.
[0021]
BEST MODE FOR CARRYING OUT THE INVENTION
The connecting tool of the present invention is characterized by comprising a horizontal head and insertion parts vertically extending from both ends of the head. The size of the connector is not particularly limited, and may be appropriately determined in consideration of the size of the foam block, workability, etc., but preferably the head is about 50 to 150 mm, more preferably about 80 to 120 mm, and the insertion part is It is preferably about 600 to 2500 mm, more preferably about 650 to 1200 mm. The material is preferably a hard steel wire (JIS G 3506 SWRH 72A), and a wire having a wire diameter of about 3 to 7 mm is preferable.
[0022]
The angle at which the insertion portion is bent inward is preferably in the range of 5 to 25 degrees. If it is less than 5 degrees, the effect of bending inward, that is, the effect of preventing loosening and escape, is not sufficient. On the other hand, if it is more than 25 degrees, it is difficult to insert the connector into the foam block, which is not preferable.
[0023]
Further, the angle at which the vicinity of the tip of the insertion portion is bent rightward or leftward in a side view is preferably in the range of 5 to 25 degrees. If the angle is less than 5 degrees, the effect of bending to the right or left, that is, the effect of preventing loosening and escape, is not sufficient. On the other hand, if the angle is greater than 25 degrees, it becomes difficult to insert the connector into the foam block, which is not preferable. The vicinity of the tip to be bent may be appropriately determined according to the length of the insertion portion, but is preferably about 30 to 80 mm, more preferably about 40 to 70 mm from the tip.
[0024]
At least one depression near the center of the horizontal head is provided, and a plurality of depressions may be provided as necessary. The dents cut into the surface of the foam block, and have the effect of preventing loosening and lifting of the coupling tool.
It is desirable that the tip of the insertion portion be sharpened in order to facilitate insertion of the foam block.
[0025]
The foam block in the present invention is made of a polystyrene resin, a polyurethane resin, or the like, and may be a recycled product thereof. The size is not particularly limited, and may be appropriately determined in consideration of the construction site, workability, and the like. As described above, for example, the standard size is typically 2 m long × 1 m wide × 1 to 50 cm wide, A through hole may be provided to reduce the weight or accommodate the remaining soil.
[0026]
In order to connect and laminate the foam blocks using the connecting tool of the present invention, both the insertion portions of the connecting tool of the present invention are connected to the foam block of a plurality of layers juxtaposed and stacked in a staggered manner. Vertically and horizontally connected and integrated while inserting the head to bridge. Of course, if necessary, even if it is used in a part that is not adjacent to the foam block, not only a laminated body that is difficult to escape for the above-described reason can be obtained, but also one insertion corresponds to two insertions of the conventional rod-shaped connecting tool. And is extremely efficient. Further, needless to say, it may be used in combination with a conventional rod-shaped connecting tool if necessary. The connector of the present invention can be efficiently inserted into the foam block by abutting an iron plate or the like to the upper part of the head so as not to bend, and hitting the iron plate with a hammer.
[0027]
【Example】
Hereinafter, embodiments of the present invention will be described with reference to the drawings. However, it goes without saying that the present invention is not limited to these embodiments.
[0028]
Example 1
As shown in FIG. 1, the connecting tool 11 of the present embodiment is made of a hard steel wire having a wire diameter of 4 mmφ (JISG 3506 SWRH 72A), and has a horizontal head 12 (length 100 mm) and a vertical direction from both ends. And insertion portions 13a and 13b (length: 650 mm) extending from the bottom. The tips of the insertion portions 13a and 13b are pointed.
[0029]
Example 2
As shown in FIG. 2, the connecting device 11 of the present embodiment is different from the connecting device of the first embodiment in that the insertion portions 13 a and 13 b are 15 degrees lower than the lines vertically lowered from both ends of the head (in the figure, α) It is the same as Example 1 except that it is bent inward.
[0030]
Examples 3 and 4
As shown in FIG. 3, the connector 11 of the present embodiment is different from the connector shown in the first or second embodiment in the vicinity of the distal end (100 mm from the distal end) of the insertion portion 13 a (13 b is not shown). (Not shown) is the same as Example 1 or 2 except that it is bent to the left by 15 degrees (β in the figure) in side view.
[0031]
Example 5
As shown in FIG. 4, the coupler 11 of the present embodiment is the same as the coupler of the first embodiment except that a recess 12a is provided near the center of the horizontal head 12 in the coupler of the first embodiment. It is.
[0032]
Example 6
As shown in FIG. 5, the coupler 11 of the present embodiment is the same as the coupler of the second embodiment except that a recess 12a is provided near the center of the horizontal head 12 in the coupler of the second embodiment. It is.
[0033]
Examples 7 and 8
As shown in FIG. 6, the coupler 11 of the present embodiment is the same as the coupler of the fifth or sixth embodiment except that a recess 12a is provided near the center of the horizontal head 12. Or the same as 6.
[0034]
Example 9
In order to construct a road embankment as shown in FIG. 7, for example, using the connecting tool 11 of the second embodiment (FIG. 2), first, a leveling layer 17 is formed on the excavated surface 16 of the foundation ground 15 with sand or the like. Then, foam blocks 18a, 18b, and 18c are juxtaposed and stacked on the upper surface of the leveling layer 17, and a plurality of layers are juxtaposed and stacked in a staggered manner while inserting the connector 11 into the adjacent foam blocks 18a, 18b, and 18c, respectively.
[0035]
In this case, the insertion portions 13a, 13b of the connecting tool 11 are inserted into the adjacent foam blocks 18a, 18b, 18c, respectively, and are connected vertically and horizontally while being integrated via the head 12 of the connecting tool 11 so as to bridge. . In the present embodiment, the lowermost foam block 18a is fixed by the insertion portion of the connector 11 penetrating through the leveling layer 17 and the excavation surface 16 and being inserted into the ground.
[0036]
When the connection and integration of the foam blocks 18a, 18b, and 18c are completed, the control floor panel 19 is cast on the top end of the foam block 18c, and then the earth covering 20 is constructed on the slope of the foam embankment to complete the road embankment. .
[0037]
【The invention's effect】
As described above, the foam block connecting device according to the present invention has a high work efficiency, and is not easily loosened or escaped even when vibration is applied or in the case of an earthquake or the like. A connected laminate is obtained. Thus, the connecting tool of the present invention and the embankment method using the same are extremely useful for various civil works such as road and land development, park and garden embankment, and landslide embankment.
[Brief description of the drawings]
FIG. 1 is a front view showing a connector according to a first embodiment of the present invention.
FIG. 2 is a front view showing a connector according to a second embodiment of the present invention.
FIG. 3 is a side view showing a connector according to Embodiments 3 and 4 of the present invention.
FIG. 4 is a front view showing a connector according to a fifth embodiment of the present invention.
FIG. 5 is a front view showing a connector according to a sixth embodiment of the present invention.
FIG. 6 is a cross-sectional view taken along the center of a depression showing a coupling tool according to Examples 5 and 6 of the present invention.
FIG. 7 is a schematic view showing a method of connecting and laminating a foam block using the connecting tool of the present invention and an embankment method.
FIG. 8 is a schematic view showing a conventional method of connecting and laminating a foam block using a connecting plate and an embankment method.
FIG. 9 is a perspective view showing an example of a conventional connecting plate.
FIG. 10 is an explanatory view showing a use state of the connecting plate of FIG. 9;
FIG. 11 is a perspective view showing another example of a conventional connecting plate.
FIG. 12 is an explanatory view showing a use state of the connecting plate of FIG. 11;
[Explanation of symbols]
1, 15 Foundation ground 2, 16 Excavation surface 3, 17 Leveling layer 4, 18a, 18b, 18c Foam synthetic resin block (foam block)
5, 6 Connecting plate 7 Claw 8, 19 Control floor plate 9, 20 Covering earth 11 Connecting tool 12 Head 12a Depression 13a, 13b Inserting portions 14a, 14b Near the tip of the inserting portion

Claims (5)

水平状の頭部と、該頭部の両端より垂直方向に延設した差し込み部とからなることを特徴とする発泡樹脂ブロック積層用連結具。A connector for laminating a foamed resin block, comprising: a horizontal head portion; and an insertion portion extending vertically from both ends of the head portion. 差し込み部が、水平状の頭部の両端より垂直方向に降ろした線よりも5〜25度の範囲で内側寄りに曲げられている請求項1記載の発泡樹脂ブロック積層用連結具。2. The connector for laminating a foamed resin block according to claim 1, wherein the insertion portion is bent inward within a range of 5 to 25 degrees from a line vertically lowered from both ends of the horizontal head. 差し込み部の先端付近が、側面視で5〜25度の範囲で右又は左の方向に曲げられている請求項1又は2記載の発泡樹脂ブロック積層用連結具。The connecting part for laminating a foamed resin block according to claim 1 or 2, wherein the vicinity of the tip of the insertion portion is bent in the right or left direction within a range of 5 to 25 degrees in a side view. 頭部の中央付近に窪みを設けた請求項1〜3のいずれか1項に記載の発泡樹脂ブロック積層用連結具。The connector for laminating a foamed resin block according to any one of claims 1 to 3, wherein a recess is provided near the center of the head. 千鳥状に並接・積層した複数層の発泡樹脂ブロックに、請求項1〜4のいずれか1項に記載の連結具の両差し込み部を、隣接する発泡樹脂ブロックに頭部を介して橋架するように差し込みながら上下、水平に連結一体化することを特徴とする発泡樹脂ブロックの連結積層方法。The two insertion portions of the connecting tool according to any one of claims 1 to 4 are bridged through a head portion to a plurality of foamed resin blocks that are juxtaposed and laminated in a staggered manner. A method of connecting and laminating a foamed resin block, wherein the foamed resin block is vertically integrated and horizontally integrated while being inserted.
JP2002282635A 2002-09-27 2002-09-27 Foamed resin block laminating coupler and foamed resin block coupling and laminating method using the coupler Expired - Fee Related JP4250394B2 (en)

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JP2002282635A JP4250394B2 (en) 2002-09-27 2002-09-27 Foamed resin block laminating coupler and foamed resin block coupling and laminating method using the coupler
CN 03134834 CN1218831C (en) 2002-09-27 2003-09-25 Connecting apparatus for laminating foamed resin blocks and connecting lamination method using said apparatus

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009511794A (en) * 2005-10-18 2009-03-19 ジョン シン,スン CONNECTION MEMBER, RETAINING WALL STRUCTURE HAVING THE SAME, AND METHOD OF STRUCTURE

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009511794A (en) * 2005-10-18 2009-03-19 ジョン シン,スン CONNECTION MEMBER, RETAINING WALL STRUCTURE HAVING THE SAME, AND METHOD OF STRUCTURE
JP4759058B2 (en) * 2005-10-18 2011-08-31 ジョン シン,スン Retaining wall structure construction method

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