JP3128106U - Shine and concrete urns that have been attached - Google Patents

Shine and concrete urns that have been attached Download PDF

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JP3128106U
JP3128106U JP2006008571U JP2006008571U JP3128106U JP 3128106 U JP3128106 U JP 3128106U JP 2006008571 U JP2006008571 U JP 2006008571U JP 2006008571 U JP2006008571 U JP 2006008571U JP 3128106 U JP3128106 U JP 3128106U
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concrete
stopper
support
pair
base
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緑 松本
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緑 松本
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Abstract

【課題】取付け作業の容易な忍返しおよび該忍返しをとりつけたコンクリート塀を提供する。
【解決手段】棒材からなる基部の上部に剣先部を形成し、該基部の下部を折曲して支持部を形成した忍返し構成部材を所定間隔をもって所要数配設し、上記支持部の上部には止具のネジ部が挿通される間隔をもって一対の連結支持棒が連結されていることを特徴とする忍返し。
【選択図】図1
An object of the present invention is to provide an overturn that can be easily attached and a concrete ridge that is attached to the overturn.
A sword tip is formed on an upper portion of a base portion made of a bar material, and a required number of reversing structural members formed by bending a lower portion of the base portion to form a support portion are disposed at a predetermined interval. A pair of connecting support rods are connected to the upper portion with an interval through which the screw portion of the stopper is inserted.
[Selection] Figure 1

Description

本考案はことにコンクリート塀(ブロック塀含む)に適した忍返しおよび該忍返しをとりつけた防犯に好適なコンクリート塀を提供する。The present invention provides a concrete urn suitable particularly for a concrete urn suitable for a concrete urn (including a block urn) and a crime prevention to which the urn is attached.

従来公知の防犯用コンクリート塀は、該塀の長手方向上面に沿って、先端に剣先部を有する棒状の忍返しを起立状態で、所要間隔で配設し、該棒の根底部を個々に塀の上面の穴に直に埋め込んで、その周囲をセメントで固定しているか、棒の根底部に取付金具を固定し、該金具を塀上面に止具で固定する構造である。Conventionally known concrete concrete fences for crime prevention are arranged at a required interval with a rod-shaped flipper having a sword tip at the tip along the upper surface in the longitudinal direction, and the roots of the sticks are individually It is a structure in which it is directly embedded in a hole on the upper surface of the metal plate and the periphery thereof is fixed with cement, or a mounting bracket is fixed to the bottom of the rod, and the bracket is fixed to the upper surface of the rod with a stopper.

ところが上記従来の忍返しは、各棒の根底部を直にコンクリート塀に埋め込んでいるので、その埋込み作業は埋め込み穴を個々に設け、その穴に棒の根底部を埋め込んで、さらにセメントを穴の隙間に流し込んで棒の高さ方向と幅方向のレベル調整をしながら固定する構造であり、大変時間のかかる煩わしい作業であった。また棒の根底部に取付金具を固定して該金具を塀上面に止具で固定する構造においても、その棒が自立しないので、同様の煩わしい作業であった。
本考案は上記の問題点を解消している。
However, in the above-mentioned conventional endurance, the bottom of each rod is directly embedded in a concrete fence, so that the embedding work is to provide individual embedding holes, bury the root of the rods in the holes, and further cement the holes. This is a structure that is poured into the gap and fixed while adjusting the level in the height direction and width direction of the rod, which is a time-consuming and troublesome work. Further, in the structure in which the mounting bracket is fixed to the bottom of the rod and the bracket is fixed to the top surface of the rod with a stopper, the rod is not self-supporting, which is the same troublesome work.
The present invention solves the above problems.

本考案はつぎの特徴を備えている。
その一つは「棒材からなる基部の上部に剣先部を形成し、該基部の下部を折曲して支持部を形成した忍返し構成部材を所定間隔をもって所要数配設し、上記支持部の上部には止具のネジ部が挿通される間隔をもって一対の連結支持棒が連結されていることを特徴とする忍返し」である。
The present invention has the following features.
One of them is that "the sword tip is formed on the upper part of the base made of bar material, and the required number of reversing structural members formed by bending the lower part of the base to form the support part are arranged at a predetermined interval. A pair of connecting support rods are connected to the upper portion of the stopper with an interval through which the screw portion of the stopper is inserted.

その二つは「上記構成の忍返しにおいて、忍返し構成部材は基部の所定高さ位置で連結棒で連結されていることを特徴とする忍返し」である。The two are “inversions characterized in that in the above-mentioned arrangement, the arrangement members are connected by a connecting rod at a predetermined height position of the base”.

その三つは「コンクリート塀の上面に上記構成の忍返しの支持部を直に又は座板を介して載置し、止具のネジ部を一対の連結支持棒の間に挿通して忍返しをコンクリート塀にとりつけたことを特徴とするコンクリート塀」である。The three of them are: “Turn the support part of the above configuration directly or via a seat plate on the top surface of the concrete cage, and insert the screw part of the fastener between the pair of connecting support rods. It is a concrete fence characterized by being attached to a concrete fence.

その四つは「上記構成において、止具はアンカーボルトであることを特徴とするコンクリート塀」である。The four are “concrete caskets characterized in that, in the above configuration, the fastener is an anchor bolt”.

本考案の忍返しは棒材からなる基部の上部に剣先部を形成し、該基部の下部を折曲して支持部を形成した忍返し構成部材を所定間隔をもって所要数配設し、該支持部の上部に止具のネジ部が挿通される間隔をもって一対の連結支持棒が連結されて構成されており、コンクリート塀にとりつけるに際しては、該塀の上面に支持部を直に、または座板を介して載置できるので、止具での固定作業は1人の作業者で行うことができる。According to the present invention, the sword tip is formed on the upper part of the base made of a rod, and the required number of the tumbling components formed by bending the lower part of the base to form the support part are arranged at predetermined intervals. A pair of connecting support rods are connected to the upper part of the fastener with a space through which the screw part of the stopper is inserted, and when attaching to a concrete fence, the support part is mounted directly on the upper surface of the fence or a seat plate Therefore, the fixing work with the stopper can be performed by one operator.

忍返しが自立できるので、コンクリート塀の長手方向に沿って多数個配設するレイアウト作業、レベル調整作業が極めて容易である。Since it can be self-supporting, layout work and level adjustment work are very easy to arrange along the longitudinal direction of the concrete fence.

忍返しのコンクリート塀へのとりつけ固定は、一対の連結支持棒の間に止具のネジ部を挿通して該塀に直に又は塀上面に埋設しているアンカーボルトに螺着すればよく、とりつけ作業が容易である。To fix and fix the concrete to the concrete cage, it is only necessary to insert the screw part of the stopper between the pair of connecting support rods and screw it directly to the cage or to the anchor bolt embedded in the upper surface of the cage. Installation work is easy.

一対の連結支持棒が長手方向において形成しているので、止具の取付箇所が長手方向に存在し、適宜取付け位置が設定できる。Since the pair of connecting support bars are formed in the longitudinal direction, the attachment location of the fastener exists in the longitudinal direction, and the attachment position can be set as appropriate.

本考案の実施形態を図面を用いて以下に説明する。
図1は本考案の忍返しの一実施例を示す斜視図である。コンクリート塀の上面に載置している状態を示す。
1は本考案の忍返しで、棒材を溶接(スポット溶接)して組格している。2は忍返し構成部材で、棒材からなる基部2aの上部に剣先部2bを形成し、該基部の下部を略L型に折曲して支持部2cを形成している。
Embodiments of the present invention will be described below with reference to the drawings.
FIG. 1 is a perspective view showing an embodiment of the present invention. It shows the state of being placed on the top surface of the concrete fence.
No. 1 is a perversion of the present invention, which is assembled by welding rods (spot welding). Reference numeral 2 denotes a reversal component, which has a sword tip 2b formed on an upper portion of a base portion 2a made of a rod, and a lower portion of the base portion is bent into a substantially L shape to form a support portion 2c.

上記忍返し構成部材2を所定間隔(たとえば5〜10センチメートル)をもって所要数(たとえば10〜20本)配設し、支持部2cの上部には止具のネジ部が挿通される間隔をもって一対の連結支持棒3、3が溶接(スポッと溶接)により連結されている。支持棒3の両端は後述の連結棒のように基部間隔の略2分の1弱程度伸長してもよい。A predetermined number (for example, 10 to 20) of the reversing structural members 2 are arranged with a predetermined interval (for example, 5 to 10 centimeters), and a pair with a space at which the screw portion of the stopper is inserted into the upper portion of the support portion 2c. The connecting support rods 3 and 3 are connected by welding (spot welding). Both ends of the support bar 3 may extend about a little less than one half of the interval between the bases, as will be described later.

4は各忍返し構成部材2を所定高さ位置で連結している連結棒で、両端を基部の両端より基部間隔の略2分の1弱程度伸長しているが、伸長しなくてもよい。4 is a connecting rod that connects each endurance component 2 at a predetermined height position, and both ends extend from the both ends of the base portion by about one-half of the base interval, but may not extend. .

上記構成の忍返しをコンクリート塀(ブロック塀含む)上面に長手方向に沿って連設する。
5はコンクリート塀で、その上面5aに忍返しの支持部2cを載置して止具で固定する前に一時的に自立させている。
The endurance of the above configuration is continuously provided along the longitudinal direction on the upper surface of the concrete fence (including the block fence).
Reference numeral 5 denotes a concrete cage, on which an inverted support portion 2c is placed on the upper surface 5a and temporarily supported before being fixed with a stopper.

図2は本考案忍返しの側面図を示す。忍返し構成部材2は基部2aの上部に一体の剣先部2bを圧接して拡開状に形成している。支持部2cの上部に一対の連結支持棒3、3が止具のネジ部の挿通間隔をもってスポット溶接固定されている。FIG. 2 shows a side view of the present invention. The endurance structural member 2 is formed in an expanded shape by pressing an integral sword tip portion 2b on the upper portion of the base portion 2a. A pair of connection support bars 3 and 3 are spot-welded and fixed to the upper portion of the support portion 2c with an insertion interval of the screw portion of the stopper.

図3は図1に示す忍返しを止具を介してコンクリート塀にとりつけた状態を示す説明図である。
5はコンクリート塀、5bは該塀の上面5aに穿設した止具(アンカーボルト等)の埋設する穴、該穴に止具(アンカーボルト)6のスリーブ6aを固着している。次いで忍返しの支持部を載置して一対の連結支持棒を上記アンカーボルトのスリーブの箇所に合致せしめて、ボルト頭部の雄ネジをスリーブの雌ネジに螺着して忍返しを固定している。
7はワッシャーである。8は座板で、必要に応じて、たとえば塀の上面が損傷しておりレベルをだすために、あるいは安定支持のために、コンクリート塀の上面と忍返しの支持部の間に介在せしめることもできる。この座板は長手方向全長でもよく、止具をとりつける箇所だけでもよい。
FIG. 3 is an explanatory view showing a state in which the endurance shown in FIG. 1 is attached to a concrete fence through a stopper.
5 is a concrete cage, 5b is a hole for embedding a fastener (an anchor bolt or the like) drilled in the upper surface 5a of the cage, and a sleeve 6a of the fastener (anchor bolt) 6 is fixed to the hole. Next, place the pair of support members so that the pair of connecting support rods are aligned with the anchor bolt sleeve, and screw the male screw of the bolt head to the female screw of the sleeve to fix the turnover. ing.
7 is a washer. 8 is a seat plate, and if necessary, for example, the upper surface of the coffin is damaged, and it may be interposed between the upper surface of the concrete coffin and the overturning support part for leveling or for stable support. it can. The seat plate may be the entire length in the longitudinal direction, or only the portion where the stopper is attached.

図4は図3とは形状、構造を異にした別のアンカーボルトである。コンクリート塀の穴に埋設されるアンカーボルトのスリーブ6aは雄ネジが形成されており、該雄ネジを忍返しの一対の支持棒の間隙に嵌入してナット6cで螺着して忍返しを固定している。FIG. 4 shows another anchor bolt having a different shape and structure from FIG. The anchor bolt sleeve 6a embedded in the hole of the concrete rod is formed with a male screw. The male screw is inserted into a gap between a pair of inverted support rods and screwed with a nut 6c to fix the flipping. is doing.

止具は上記構成のアンカーボルトに限らず、たとえばボルト頭部を有するコンクリートネジ釘を直に一対の支持棒の間に挿通して、該支持棒をボルト頭部とコンクリート塀の上面間で挟着して固定することもできる。
以上本考案の実施例について説明したが、技術思想を逸脱しない限りの設計変更は可能である。
The fastener is not limited to the anchor bolt having the above-described configuration. For example, a concrete screw nail having a bolt head is directly inserted between a pair of support rods, and the support rod is sandwiched between the bolt head and the upper surface of the concrete rod. It can be worn and fixed.
Although the embodiments of the present invention have been described above, design changes can be made without departing from the technical idea.

本考案忍返しの一実施例を示す斜視図。コンクリート塀の上面に載置している状態を示す。The perspective view which shows one Example of this invention permanence. It shows the state of being placed on the top surface of the concrete fence. 図1に示す忍返しの側面図。The side view of the turnover shown in FIG. 図1に示す忍返しを止具を介してコンクリート塀にとりつけた状態の説明図。Explanatory drawing of the state which attached the reversal shown in FIG. 1 to the concrete fence through a stopper. 同じく図1に示す忍返しを別の止具を介してコンクリート塀にとりつけた状態の説明図である。It is explanatory drawing of the state which similarly attached the perversion shown in FIG. 1 to the concrete fence through another stopper.

符号の説明Explanation of symbols

1 忍返し
2 忍返し構成部材
2a 基部
2b 剣先部
2c 支持部
3 連結支持棒
4 連結棒
5 コンクリート塀
5a 上面
5b 穴
6 止具(アンカーボルト、コンクリートネジ釘等)
6a スリーブ
6b ボルト頭部
6c ナット
7 ワッシャ
8 座板
DESCRIPTION OF SYMBOLS 1 Endurance 2 Endurance component 2a Base 2b Sword tip 2c Support part 3 Connection support bar 4 Connection bar 5 Concrete rod 5a Top surface 5b Hole 6 Stopper (anchor bolt, concrete screw nail, etc.)
6a Sleeve 6b Bolt head 6c Nut 7 Washer 8 Seat plate

Claims (4)

棒材からなる基部の上部に剣先部を形成し、該基部の下部を折曲して支持部を形成した忍返し構成部材を所定間隔をもって所要数配設し、上記支持部の上部には止具のネジ部が挿通される間隔をもって一対の連結支持棒が連結されていることを特徴とする忍返し。A sword tip is formed on the upper part of the base made of bar material, and a required number of reversing structural members formed by bending the lower part of the base to form a support part are arranged at a predetermined interval, and the upper part of the support part is fixed to the upper part. The endurance characterized by a pair of connecting support rods being connected with an interval through which the screw portion of the tool is inserted. 忍返し構成部材は基部の所定高さ位置で連結棒で連結されていることを特徴とする請求項1記載の忍返し。The endurance component according to claim 1, wherein the endurance component is connected by a connecting rod at a predetermined height position of the base. コンクリート塀の上面に請求項1又は請求項2記載の忍返しの支持部を直に又は座板を介して載置し、止具のネジ部を一対の連結支持棒の間に挿通して忍返しをコンクリート塀にとりつけたことを特徴とするコンクリート塀。The inverted support portion according to claim 1 or 2 is placed directly or via a seat plate on the upper surface of the concrete cage, and the screw portion of the stopper is inserted between a pair of connecting support rods. A concrete fence characterized by attaching a barb to a concrete fence. 止具はアンカーボルトであることを特徴とする請求項3記載のコンクリート塀。The concrete anchor according to claim 3, wherein the stopper is an anchor bolt.
JP2006008571U 2006-09-23 2006-09-23 Shine and concrete urns that have been attached Expired - Fee Related JP3128106U (en)

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