JPH0434143A - Spacer for civil work - Google Patents
Spacer for civil workInfo
- Publication number
- JPH0434143A JPH0434143A JP14185490A JP14185490A JPH0434143A JP H0434143 A JPH0434143 A JP H0434143A JP 14185490 A JP14185490 A JP 14185490A JP 14185490 A JP14185490 A JP 14185490A JP H0434143 A JPH0434143 A JP H0434143A
- Authority
- JP
- Japan
- Prior art keywords
- spacer
- determined
- spacers
- thickness
- locking holes
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 125000006850 spacer group Chemical group 0.000 title claims abstract description 49
- 229920003002 synthetic resin Polymers 0.000 claims abstract description 7
- 239000000057 synthetic resin Substances 0.000 claims abstract description 7
- 238000001746 injection moulding Methods 0.000 abstract description 4
- 239000004743 Polypropylene Substances 0.000 abstract description 3
- -1 polypropylene Polymers 0.000 abstract description 3
- 229920001155 polypropylene Polymers 0.000 abstract description 3
- 230000015572 biosynthetic process Effects 0.000 abstract 1
- 238000004519 manufacturing process Methods 0.000 description 6
- 241001070941 Castanea Species 0.000 description 2
- 235000014036 Castanea Nutrition 0.000 description 2
- 238000000151 deposition Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 238000012790 confirmation Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Abstract
Description
【発明の詳細な説明】
[産業上の利用分野]
この発明は、コンクリート製品等の載置部材と、その載
置部材が載置される被載置部との間に介在される土木工
事用スペーサに関するものである。[Detailed Description of the Invention] [Industrial Application Field] The present invention is applicable to civil engineering work which is interposed between a placing member for concrete products etc. and a placing part on which the placing member is placed. This relates to spacers.
[従来の技術及び発明が解決しようとする課題]一般に
、U字溝等のコンクリート製品を設置する場合、先ず、
大地に被載置部を設け、次いで、この被載置部に前記コ
ンクリート製品を載置している。[Prior art and problems to be solved by the invention] Generally, when installing concrete products such as U-shaped grooves, first,
A placement part is provided on the ground, and then the concrete product is placed on this placement part.
ところで、この被載置部は、大地に対して栗石、捨コン
等を順次堆積させて設けるので、もともとコンクリート
製品が載置される載置面の水平状態を正確に出しにくい
という問題点があった。By the way, since this mounting part is provided by sequentially depositing chestnut stone, waste concrete, etc. on the ground, there is a problem in that it is difficult to accurately obtain the horizontal state of the mounting surface on which the concrete product is placed. Ta.
そこで、従来より、前記載置面とコンクリート製品との
間に所定厚みを有する金属板をスペーサとして介在させ
ていた。Therefore, conventionally, a metal plate having a predetermined thickness has been interposed as a spacer between the above-mentioned mounting surface and the concrete product.
しかしながら、前記スペーサは金属板のシャーリグによ
り形成されているので、それ自体重くて作業能率が大変
悪くなるととも、前記載置面の水平状態によって様々な
厚みのものを製造しなければならないので、加工時間が
かかって製造コストがかさむという問題点を持っている
。However, since the spacer is formed by a shearing metal plate, it is heavy and the work efficiency is greatly reduced. Also, the spacer must be manufactured with various thicknesses depending on the horizontal state of the mounting surface, so it is difficult to process. The problem is that it is time consuming and increases manufacturing costs.
本発明の目的は、作業能率が向上するとともに、製造時
間を短縮して安価な製造コストで製造することができる
土木工事用スペーサを提供することにある。SUMMARY OF THE INVENTION An object of the present invention is to provide a spacer for civil engineering work that improves work efficiency, reduces manufacturing time, and can be manufactured at low manufacturing cost.
[課題を解決するための手段]
上記の目的を解決するために、本発明は、100 cr
j当たり4ton以上の荷重が加わったとき始めて厚み
が0.5mm以上変位するように全体が合成樹脂にて平
板状に形成され、その少なくとも一部には寸法表示と、
被載置部又は載置部材の少なくとも一方への連結手段を
係止可能とする係止部とが設けられている手段を採用し
た。[Means for Solving the Problems] In order to solve the above objects, the present invention provides 100 cr
The whole is formed into a flat plate shape of synthetic resin so that the thickness only changes by 0.5 mm or more when a load of 4 tons or more is applied per j, and at least a part of it has dimensions indicated,
A means provided with a locking part that can lock the connecting means to at least one of the mounting part and the mounting member is adopted.
[作用]
上記の構成により、土木工事用スペーサは軽量で十分な
強度を有し、また、その一部に設けられた寸法表示によ
り簡単に厚みを知ることができるとともに、連結手段に
よって被載置部又は載置部材の少なくとも一方への連結
が容易に行われる。[Function] With the above structure, the spacer for civil engineering works is lightweight and has sufficient strength, and the thickness can be easily determined by the dimension display provided on a part of it. The connection to at least one of the section and the mounting member is easily performed.
[実施例]
以下、本発明をU字溝設置現場に具体化した一実施例を
第1図〜第4図に従って説明する。[Example] Hereinafter, an example in which the present invention is applied to a U-shaped groove installation site will be described with reference to FIGS. 1 to 4.
大地lには被載置部2が設けられ、その上面の載置面3
には載置部材としてのコンクリート製のU字溝4が複数
の土木工事用スペーサ5(以下、単にスペーサ5という
)を介して載置されている。A placement part 2 is provided on the ground l, and a placement surface 3 on the upper surface thereof.
A U-shaped groove 4 made of concrete as a mounting member is placed in the spacer through a plurality of spacers 5 for civil engineering work (hereinafter simply referred to as spacers 5).
前記被載置部2は、前記大地lの上面に載置された栗石
6とその上面に載置された捨コンマとを順次堆積させる
ことによって形成されている。被載置部2はその載置面
3が大地1の傾斜等の理由により水平面Pに対して右下
がりの傾斜状態(第1図に示す)に形成されている。The placement portion 2 is formed by sequentially depositing a chestnut stone 6 placed on the top surface of the earth 1 and a comma placed on the top surface. The mounting surface 3 of the mounting portion 2 is formed to be inclined downward to the right with respect to the horizontal plane P (as shown in FIG. 1) due to the slope of the ground 1 or the like.
このため、前記U字溝4と載置面3との間に介在された
ス゛ペーサ5はU字溝4の前後両端部(第2図の左右方
向をいう)に設けられるとともに、右方へ行く従い重ね
合わされる枚数が2枚、3枚と増加するように配置され
、前記U字溝4が常に前記水平面Pと平行に設置される
ようになっている。Therefore, the spacer 5 interposed between the U-shaped groove 4 and the mounting surface 3 is provided at both the front and rear ends of the U-shaped groove 4 (referring to the left and right direction in FIG. Therefore, the number of overlapping sheets increases from two to three, and the U-shaped groove 4 is always placed parallel to the horizontal plane P.
なお、前後両端部に介在されたスペーサ5の間には空モ
ルタル8が充填されている。Note that empty mortar 8 is filled between the spacers 5 interposed at both the front and rear ends.
次に、前記スペーサ5について説明すると、第4図に示
すように、全体がポリプロピレン合成樹脂の射出成形に
よって平板状に形成されており、その一部となる上面5
aには厚みの寸法表示9(例えば、厚みが5 mmなら
5という表示をいう)が記載されている。Next, the spacer 5 will be explained. As shown in FIG.
A dimension indication 9 of the thickness (for example, if the thickness is 5 mm, the indication is 5) is written.
本実施例においては、スペーサ5の上面5a及び裏面に
シボ模様(図示しない)が形成されているので、前記寸
法表示9はシボ模様を形成しないことによって前記射出
成形時に同時に形成されている。In this embodiment, since a grain pattern (not shown) is formed on the upper surface 5a and the back surface of the spacer 5, the dimension indication 9 is formed at the same time during the injection molding without forming the grain pattern.
また、前記スペーサ5は、100cnf当たり4ton
以上の荷重が加わったとき始めて厚みが0゜5m+++
以上変位するように形成されている。なお、この圧縮荷
重試験においては、試験体は10×10cmの大きさで
厚みが2.0,3.0,5.0+nmのものを、射出成
形後、温度20+2°C1湿度30+5%で24時間放
置した後のものを使用した。なお、4ton以上とした
のは、’4ton未溝の荷重で0.5mm以上変位する
場合には圧縮変形が大きすぎて実使用に耐えないからで
ある。Further, the spacer 5 has a weight of 4 tons per 100cnf.
The thickness reaches 0゜5m+++ when a load of more than
It is formed so that it can be displaced by more than In this compressive load test, the test specimens were 10 x 10 cm in size and 2.0, 3.0, 5.0+ nm in thickness, and after injection molding, they were molded at a temperature of 20+2°C and a humidity of 30+5% for 24 hours. I used the one after it had been left alone. The reason for setting the load to be 4 tons or more is that if the displacement is 0.5 mm or more under a 4 ton ungrooved load, the compressive deformation will be too large to withstand actual use.
前記スペーサ5の四方部には上面5aから裏面に向かっ
て徐々に縮径する係止部としての係止孔lOが前記射出
成形と同時に形成されており、第3図に示すように、上
面から連結手段としての釘11を係止孔lOを通して被
載置部2に打ち込むこによって前記スペーサ5を被載置
部2に連結して位置固定できるようになっている。At the same time as the injection molding, a locking hole lO is formed in the four sides of the spacer 5 as a locking portion whose diameter gradually decreases from the top surface 5a toward the back surface, and as shown in FIG. The spacer 5 can be connected to and fixed in position by driving a nail 11 as a connecting means into the mounting portion 2 through the locking hole IO.
次に、このように構成されたスペーサ5の使用方法を説
明する。Next, how to use the spacer 5 configured in this way will be explained.
先ず、2,3,5,10.15mm等の厚みの異なるス
ペーサ5を複数種類用意する。次に、被載置部2の載置
面3と水平面Pとの間の間隔を測定し、その間隔に阿世
の厚みのスペーサ5が何枚必要となるかを計算する。そ
して、前記載置面3の所定部分にその枚数分だけ前記ス
ペーサ5を載置し、前記釘11を打ち込むことによって
前記被載置部2に対して連結して位置固定する。その後
、前記U字溝4を載置すると、第1図に示すように、同
U字溝4が前記水平面Pと平行な状態に載置される。First, a plurality of types of spacers 5 having different thicknesses such as 2, 3, 5, and 10.15 mm are prepared. Next, the distance between the placement surface 3 of the placement portion 2 and the horizontal surface P is measured, and the number of spacers 5 having the thickness of Ayo required for the distance is calculated. Then, the number of spacers 5 is placed on a predetermined portion of the placement surface 3, and the nails 11 are driven into the spacers 5 to connect them to the placement portion 2 and fix the spacers in position. Thereafter, when the U-shaped groove 4 is placed, the U-shaped groove 4 is placed parallel to the horizontal plane P, as shown in FIG.
このように、本実施例によれば、厚みの異なる複数種類
のスペーサ5を用意することによって被載置部2の載置
面3を、水平面Pと簡単に平行にすることができる。In this manner, according to this embodiment, the mounting surface 3 of the mounting portion 2 can be easily made parallel to the horizontal surface P by preparing a plurality of types of spacers 5 having different thicknesses.
また、前記スペーサ5をポリプロピレン合成樹脂で形成
したので、スペーサ5自体を軽くすることができ、作業
能率を著しく向上させることかできるとともに、安価な
製造コストで製造することかできる。Further, since the spacer 5 is made of polypropylene synthetic resin, the spacer 5 itself can be made light, and working efficiency can be significantly improved, and it can be manufactured at low manufacturing cost.
また、前記スペーサ5の上面5aにその厚みを示す寸法
表示9を設けたので、−目でスペーサ5の厚みを知るこ
とができる。Further, since a dimension display 9 indicating the thickness of the spacer 5 is provided on the upper surface 5a of the spacer 5, the thickness of the spacer 5 can be known by looking at the minus mark.
また、前記スペーサ5の四方部に係止孔lOを設けたの
で、釘11等によってスペーサ5を被載置部2に対して
容易に連結して位置固定させることができる。Further, since the locking holes 10 are provided in the four sides of the spacer 5, the spacer 5 can be easily connected to the mounting portion 2 and fixed in position with the nails 11 or the like.
なお、本発明は前記実施例に限定されるものでなく、例
えば、次に示すように変更して具体化することも可能で
ある。It should be noted that the present invention is not limited to the above-mentioned embodiments, but can be modified and embodied as shown below, for example.
(1)前記実施例では、係止孔10をスペーサ5の四方
部のみに設けたか、第5図に示すように、スペーサ5の
全体に設けるようにしてもよい。こうすれば、被載置部
2に対するスペーサ5の取付を任意に設定することがで
きる。(1) In the embodiment described above, the locking holes 10 were provided only on the four sides of the spacer 5, but as shown in FIG. 5, the locking holes 10 may be provided throughout the spacer 5. In this way, attachment of the spacer 5 to the receiving portion 2 can be set arbitrarily.
(2)前記実施例では、寸法表示9をスペーサ5の表面
5aのみに設けたか、それ以外の裏面や側面全体に設け
るようにしてもよい。こうすれば、スペーサ5の厚みを
さらに容易に知ることができる。(2) In the embodiment described above, the dimension display 9 was provided only on the front surface 5a of the spacer 5, or may be provided on the entire back surface or side surface. In this way, the thickness of the spacer 5 can be determined more easily.
(3)前記実施例では、スペーサ5の材質をポリプロピ
レン合成樹脂としたが、これに限定されるものではなく
、前述した値を満足するものであれば、どんな合成樹脂
を使用してもよい。(3) In the above embodiment, the material of the spacer 5 is polypropylene synthetic resin, but it is not limited to this, and any synthetic resin may be used as long as it satisfies the above-mentioned values.
(4)前記実施例では、スペーサ5を被載置部2に対し
て連結、させて位置決め固定させたが、U字溝4に対し
てスペーサ5を連結させて位置決め固定させるようにし
てもよい。(4) In the above embodiment, the spacer 5 is connected to the receiving portion 2 to be positioned and fixed, but the spacer 5 may be connected to the U-shaped groove 4 to be positioned and fixed. .
(5)前記実施例では、コンクリート製のU字溝4を設
置する場合について説明したが、これに限定されるもの
ではなく、コンクリート製以外のものに具体化しても、
また、U字溝4以外の物品に具体化してもよい。(5) In the above embodiment, the case where the U-shaped groove 4 made of concrete is installed has been explained, but it is not limited to this, and even if it is made of something other than concrete,
Moreover, it may be embodied in articles other than the U-shaped groove 4.
[発明の効果コ
以上詳述したように、本発明によれば、作業能率が著し
く向上できるとともに、製造時間を短縮して安価な製造
コストで製造できるのは勿論、厚みの確認や、被載置部
又は載置部材の少なくとも一方への連結が大変容易にで
きるという優れた効果を発揮する。[Effects of the Invention] As detailed above, according to the present invention, work efficiency can be significantly improved, manufacturing time can be shortened and manufacturing can be carried out at low cost, and thickness confirmation and mounting This provides an excellent effect in that connection to at least one of the placing section and the placing member can be made very easily.
【図面の簡単な説明】
第1図は本発明の一実施例を示す側面断面図、第2図は
第1図の正面断面図、第3図はスペーサの載置部に対す
る取付状態を示す部分拡大断面図、第4図はスペーサを
示す正面図、第5図は別個を示す正面図である。
U字溝4、土木工事用スペーサ5、寸法表示9、係止孔
10、釘11゜
特許出願人 人来院 正己[BRIEF DESCRIPTION OF THE DRAWINGS] FIG. 1 is a side sectional view showing an embodiment of the present invention, FIG. 2 is a front sectional view of FIG. An enlarged sectional view, FIG. 4 is a front view showing the spacer, and FIG. 5 is a front view showing the spacer separately. U-shaped groove 4, spacer for civil engineering work 5, dimension display 9, locking hole 10, nail 11゜Patent applicant Masami Hitoshi
Claims (1)
部材(4)が載置される被載置部(2)との間に介在さ
れる土木工事用スペーサ(5)であって、100cm^
2当たり4ton以上の荷重が加わったとき始めて厚み
が0.5mm以上変位するように全体が合成樹脂にて平
板状に形成され、その少なくとも一部には寸法表示(9
)と、被載置部(2)又は載置部材(4)の少なくとも
一方への連結手段(11)を係止可能とする係止部(1
0)とが設けられていることを特徴とする土木工事用ス
ペーサ。1. A spacer (5) for civil engineering work interposed between a mounting member (4) for concrete products, etc. and a mounting part (2) on which the mounting member (4) is mounted. , 100cm^
The whole is formed into a flat plate of synthetic resin so that the thickness will only shift by 0.5 mm or more when a load of 4 tons or more is applied per 2, and at least a part of it is marked with dimensions (9
) and a locking part (1) that can lock the connecting means (11) to at least one of the placed part (2) or the placing member (4).
0) A spacer for civil engineering work, characterized in that it is provided with.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14185490A JPH0434143A (en) | 1990-05-30 | 1990-05-30 | Spacer for civil work |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14185490A JPH0434143A (en) | 1990-05-30 | 1990-05-30 | Spacer for civil work |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0434143A true JPH0434143A (en) | 1992-02-05 |
Family
ID=15301713
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP14185490A Pending JPH0434143A (en) | 1990-05-30 | 1990-05-30 | Spacer for civil work |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0434143A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8127962B2 (en) | 2007-04-05 | 2012-03-06 | Nifco Inc. | Lid opening and closing device for opening and closing an opening of a housing by a lid |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6262075A (en) * | 1985-09-09 | 1987-03-18 | 東急建設株式会社 | Method of pipe burying construction and base block for burying pipe |
JPS6414441A (en) * | 1987-07-07 | 1989-01-18 | Tetsuo Ozaki | Method of laying construction of concrete u-shaped ditch, etc. |
JPS6469845A (en) * | 1987-09-10 | 1989-03-15 | Seiki Kogyosho Ltd | Reduction gear mounted on shaft |
-
1990
- 1990-05-30 JP JP14185490A patent/JPH0434143A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6262075A (en) * | 1985-09-09 | 1987-03-18 | 東急建設株式会社 | Method of pipe burying construction and base block for burying pipe |
JPS6414441A (en) * | 1987-07-07 | 1989-01-18 | Tetsuo Ozaki | Method of laying construction of concrete u-shaped ditch, etc. |
JPS6469845A (en) * | 1987-09-10 | 1989-03-15 | Seiki Kogyosho Ltd | Reduction gear mounted on shaft |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8127962B2 (en) | 2007-04-05 | 2012-03-06 | Nifco Inc. | Lid opening and closing device for opening and closing an opening of a housing by a lid |
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