JP2008266991A - Device for adjusting mold form member height - Google Patents

Device for adjusting mold form member height Download PDF

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Publication number
JP2008266991A
JP2008266991A JP2007111208A JP2007111208A JP2008266991A JP 2008266991 A JP2008266991 A JP 2008266991A JP 2007111208 A JP2007111208 A JP 2007111208A JP 2007111208 A JP2007111208 A JP 2007111208A JP 2008266991 A JP2008266991 A JP 2008266991A
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formwork
bolt
male screw
pedestal
attached
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JP4891138B2 (en
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Hitoshi Uchiyama
仁 内山
Takashi Matsumoto
考史 松本
Hirotoshi Saito
博俊 齊藤
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Maeda Road Construction Co Ltd
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Maeda Road Construction Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a device for adjusting mold form member height, capable of easily adjusting the height of a mold form member and increasing the working amount of asphalt pavement per day. <P>SOLUTION: This mold form member height adjusting device comprises a pedestal 11, a bolt 15, rotatably held on the pedestal 11 and having a male screw part 17 projecting from the pedestal 11 upward, and a nut 18 screwed with the male screw part 17 of the bolt 15 and fitted to the mold form member 31. The pedestal 11 comprises a bottom plate 12, a spacer 13 fitted to the upper side of the bottom plate 12 and forming a space allowing the head part 16 of the bolt 15 to be rotated, and a ceiling plate 14 fitted to the upper side of the spacer 13 and preventing the head part 16 of the bolt 15 from coming out. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

この発明は、アスファルト舗装を施工する際、アスファルト舗装の厚さを調節してアスファルト舗装の表面を同じ高さにし、アスファルト舗装の施工幅を正確に確保するために施工幅の両側または片側に設置する型枠材の高さを調節する型枠材高さ調節装置に関するものである。   This invention, when constructing asphalt pavement, adjust the thickness of the asphalt pavement to make the surface of the asphalt pavement the same height, and install it on both sides or one side of the construction width to ensure the asphalt pavement construction width accurately The present invention relates to a formwork material height adjusting device for adjusting the height of a formwork material to be used.

アスファルト舗装を施工する際、設置する型枠材の高さは一定であるはずであるが、下地の状態などの現場条件により、型枠材の高さが一定せず、型枠材の高さを調節する必要がある。   When constructing asphalt pavement, the height of the formwork material to be installed should be constant, but the height of the formwork material will not be constant depending on the field conditions such as the condition of the groundwork. Need to be adjusted.

型枠材の高さを調節は、測量によって求められた基準高をもとにして水糸を現場に張り、水糸の高さに型枠材の上端面が合うように、木材または金属板などのスペーサを型枠材の下に入れることによって行っている(例えば、非特許文献1、非特許文献2、非特許文献3参照。)。   The height of the formwork material is adjusted based on the reference height obtained by surveying. Is inserted under the formwork material (see, for example, Non-Patent Document 1, Non-Patent Document 2, and Non-Patent Document 3).

内田一郎、他5名、『舗装 Vol.2 No.11 1967』株式会社建設図書、昭和42年11月1日発行、p23Ichiro Uchida and five others, “Pavement Vol. 2 No. 11 1967 ”construction book, issued November 1, 1967, p23 近藤茂夫、他3名、『道路建設講座(6)道路舗装の施工』株式会社山海堂、昭和47年4月20日発行、p200−201Shigeo Kondo and three others, "Road construction course (6) Road pavement construction" Sankaido Co., Ltd., issued April 20, 1972, p200-201 松野三朗、山下弘美、『舗装技術の質疑応答』建設図書、昭和55年10月1日発行、p155−156Saburo Matsuno, Hiromi Yamashita, “Pavement Technology Questions and Answers” Construction Book, published on October 1, 1980, p155-156

上記した方法で型枠材の高さを調節する場合、特に夜間においては、基準高を示す水糸が見にくく、型枠材の高さ調節に手間がかかるため、一日当たりのアスファルト舗装の作業量が限られる。   When adjusting the height of the formwork by the above method, especially during the night, it is difficult to see the water thread indicating the reference height, and it takes time to adjust the height of the formwork, so the amount of asphalt pavement work per day Is limited.

この発明は、上記したような不都合を解消するためになされたもので、型枠材の高さ調節が簡単に行え、一日当たりのアスファルト舗装の作業量を増加させることのできる型枠材高さ調節装置を提供するものである。   The present invention has been made to solve the above-mentioned disadvantages, and can easily adjust the height of the mold material, and can increase the amount of asphalt pavement work per day. An adjustment device is provided.

この発明は、以下のような発明である。
(1)台座と、この台座に回転可能に保持され、雄ねじ部が前記台座から上側へ突出するボルトと、このボルトの雄ねじ部に螺合し、型枠材に取り付けられるナットと、を備えた型枠材高さ調節装置。
(2)(1)に記載の型枠材高さ調節装置において、前記型枠材は、型枠と、この型枠の下面に取り付けられた取付板とからなり、前記取付板が前記ナットの下面に取り付けられていることを特徴とする。
(3)(1)または(2)に記載の型枠材高さ調節装置において、前記ボルトの雄ねじ部の上側端部に、前記ボルトを回転させる工具の先端部分が係合する係合部を設けたことを特徴とする。
(4)(1)から(3)のいずれか1つに記載の型枠材高さ調節装置において、前記台座は、底板と、この底板の上側に取り付けられ、前記ボルトの頭部が回転可能な空間を形成するスペーサと、このスペーサの上側に取り付けられ、前記ボルトの頭部が抜け出るのを阻止する天板とで構成されていることを特徴とする。
(5)台座と、この台座に直立させて取り付けられた雄ねじ部材と、この雄ねじ部材に螺合するナットと、このナットの下面に取り付けられた円環平板状のフランジ部材と、このフランジ部材の周縁を回転可能に保持し、型枠材に取り付けられる取付部材と、を備えた型枠材高さ調節装置。
(6)(5)に記載の型枠材高さ調節装置において、前記取付部材は、前記型枠材の下側に取り付けられていることを特徴とする。
The present invention is as follows.
(1) A pedestal, a bolt that is rotatably supported by the pedestal, and has a male screw portion protruding upward from the pedestal, and a nut that is screwed into the male screw portion of the bolt and attached to the formwork member. Formwork material height adjustment device.
(2) In the formwork material height adjusting device according to (1), the formwork material includes a formwork and an attachment plate attached to the lower surface of the formwork, and the attachment plate is formed of the nut. It is attached to the lower surface.
(3) In the formwork material height adjusting device according to (1) or (2), an engaging portion that engages a tip end portion of a tool that rotates the bolt with an upper end portion of the male screw portion of the bolt. It is provided.
(4) In the formwork height adjusting device according to any one of (1) to (3), the pedestal is attached to a bottom plate and an upper side of the bottom plate, and a head portion of the bolt is rotatable. And a top plate that is attached to the upper side of the spacer and prevents the head of the bolt from coming off.
(5) A pedestal, a male screw member installed upright on the pedestal, a nut screwed into the male screw member, an annular flat flange member attached to the lower surface of the nut, A formwork material height adjusting device comprising: an attachment member that rotatably holds a periphery and is attached to the formwork material.
(6) In the formwork material height adjusting apparatus according to (5), the attachment member is attached to the lower side of the formwork material.

この発明によれば、型枠材に取り付けられたナットがボルトの雄ねじ部に螺合しているので、ボルトを回転させることにより、ナットおよび型枠材を上下させることができる。
したがって、ボルトを回転させることにより、型枠材の高さ調節が簡単に行え、一日当たりのアスファルト舗装の作業量を増加させることができる。
そして、型枠材を、型枠と、この型枠の下面に取り付けられた取付板とで構成し、取付板をナットの下面に取り付けたので、アスファルト舗装の厚さを薄い値から調節することができる。
さらに、ボルトの雄ねじ部の上側端部に、ボルトを回転させる工具の先端部分が係合する係合部を設けたので、工具の先端をボルトの係合部に係合させることにより、ボルトを簡単に回転させて型枠材の高さ調節を簡単に行うことができる。
そして、台座を、底板と、この底板の上側に取り付けられ、ボルトの頭部が回転可能な空間を形成するスペーサと、このスペーサの上側に取り付けられ、ボルトの頭部が抜け出るのを阻止する天板とで構成したので、台座の構成が簡単となって台座が安価になることにより、型枠材高さ調節装置を安価で提供することができる。
また、他の発明によれば、型枠材に取り付けられた取付部材が、雄ねじ部材に螺合するナットに取り付けられたフランジ部材を保持しているので、ナットを回転させることにより、型枠材を上下させることができる。
したがって、ナットを回転させることにより、型枠材の高さ調節が簡単に行え、一日当たりのアスファルト舗装の作業量を増加させることができる。
そして、取付部材を、型枠材の下側に取り付けたので、アスファルト舗装の厚さを薄い値から調節することができる。
According to this invention, since the nut attached to the mold member is screwed into the male screw portion of the bolt, the nut and the mold member can be moved up and down by rotating the bolt.
Therefore, by rotating the bolt, the height of the formwork can be easily adjusted, and the amount of asphalt pavement work per day can be increased.
And, since the formwork material is composed of the formwork and the mounting plate attached to the lower surface of this formwork, and the mounting plate is attached to the lower surface of the nut, the thickness of the asphalt pavement should be adjusted from a thin value Can do.
Furthermore, since the engaging part which the front-end | tip part of the tool which rotates a volt | bolt engages was provided in the upper side edge part of the external thread part of a volt | bolt, by engaging the front-end | tip of a tool with the engaging part of a volt | bolt, It can be easily rotated to easily adjust the height of the formwork.
The pedestal is attached to the bottom plate and the upper side of the bottom plate so that the head of the bolt forms a rotatable space, and the top is attached to the upper side of the spacer to prevent the head of the bolt from coming out. Since it is comprised with the board, since the structure of a base becomes simple and a base becomes cheap, a formwork material height adjustment apparatus can be provided at low cost.
According to another invention, since the attachment member attached to the formwork material holds the flange member attached to the nut screwed into the male screw member, the formwork material can be obtained by rotating the nut. Can be moved up and down.
Therefore, by rotating the nut, it is possible to easily adjust the height of the mold material and increase the amount of asphalt pavement work per day.
And since the attachment member was attached to the lower side of a formwork material, the thickness of asphalt pavement can be adjusted from a thin value.

以下、この発明の実施例を図面に基づいて説明する。   Embodiments of the present invention will be described below with reference to the drawings.

図1(a)はこの発明の一実施例である型枠材高さ調節装置の平面図、図1(b)は図1(a)のB−B線による断面図、図1(c)は図1(a)のC−C線による断面図、図2および図3は動作説明図である。
なお、型枠材は、部分図としてある。
そして、図2および図3は、図1(b)に対応させてあるが、一部省略されている。
1A is a plan view of a formwork material height adjusting device according to an embodiment of the present invention, FIG. 1B is a cross-sectional view taken along line BB in FIG. 1A, and FIG. Is a cross-sectional view taken along the line CC of FIG. 1A, and FIGS.
The formwork material is shown as a partial view.
2 and 3 correspond to FIG. 1B, but are partially omitted.

図1において、型枠材高さ調節装置1は、台座11と、この台座11に回転可能に保持され、雄ねじ部17が台座11から上側へ突出するボルト15と、このボルト15の雄ねじ部17に螺合し、型枠材31に取り付けられるナット18とで構成されている。   In FIG. 1, the formwork material height adjusting device 1 includes a pedestal 11, a bolt 15 rotatably held on the pedestal 11, and a male screw portion 17 protruding upward from the pedestal 11, and a male screw portion 17 of the bolt 15. And the nut 18 attached to the formwork 31.

上記した台座11は、平板状で複数の固定孔12aが設けられた底板12と、この底板12の上側(上面)に取り付けられ、ボルト15の頭部16が回転可能な空間を形成する孔13aが設けられた一様な厚さのスペーサ13と、このスペーサ13の上側(上面)に取り付けられ、ボルト15の雄ねじ部17が挿通される挿通孔14aが設けられ、ボルト15の頭部16が抜け出るのを阻止する平板状の天板14とで構成されている。   The pedestal 11 is flat and has a bottom plate 12 provided with a plurality of fixing holes 12a and a hole 13a attached to the upper side (upper surface) of the bottom plate 12 to form a space in which the head 16 of the bolt 15 can rotate. Are provided on the upper side (upper surface) of the spacer 13 and an insertion hole 14a through which the male threaded portion 17 of the bolt 15 is inserted. It is comprised with the flat top plate 14 which blocks | prevents coming out.

上記したボルト15は、台座11に回転可能に保持される、例えば、さら型の頭部16と、この頭部16に連なり、台座11から上側へ突出する雄ねじ部17とで構成されている。
そして、頭部16と反対側の雄ねじ部17の上側端部には、ボルト15を回転させる、例えば、プラスドライバーの先端部分などが係合する十字溝17aが係合部として設けられている。
The above-described bolt 15 is configured to include, for example, a flat head 16 that is rotatably supported by the pedestal 11, and a male screw portion 17 that is connected to the head 16 and protrudes upward from the pedestal 11.
Further, a cross groove 17a that rotates the bolt 15 and engages, for example, a tip portion of a Phillips screwdriver is provided as an engaging portion at an upper end portion of the male screw portion 17 on the side opposite to the head portion 16.

上記した型枠材31は、ナット18が挿通される貫通孔32aが設けられた一様な幅で一様な厚さの型枠32と、この型枠32の下面に取り付けられた取付板33とで構成されている。
そして、取付板33は、周縁の上面がナット18の下面に取り付けられ、ボルト15の雄ねじ部17が挿通される挿通孔34aが、例えば、0.5m〜2.0mの間隔で設けられるとともに、型枠32に下面側から打ち込まれる、例えば、上側へ尖った三角形状をした複数の打ち込み片32b、および、さら型の頭部を有した取付ねじ36の軸部が挿通される複数の取付孔34cが設けられた、例えば、長さが4mの支持平板部34と、この支持平板部34の両側端から平行して起立し、型枠32の両側面に接する起立側板部35A,35Bとで構成されている。
The above-described mold material 31 includes a mold frame 32 having a uniform width and a uniform thickness provided with a through hole 32a through which the nut 18 is inserted, and a mounting plate 33 attached to the lower surface of the mold frame 32. It consists of and.
And as for the attachment plate 33, while the upper surface of a periphery is attached to the lower surface of the nut 18, the insertion hole 34a in which the external thread part 17 of the volt | bolt 15 is penetrated is provided in the space | interval of 0.5 m-2.0 m, for example, A plurality of mounting holes that are inserted into the mold frame 32 from the lower surface side, for example, a plurality of driving pieces 32b having a triangular shape pointed upward, and a shaft portion of a mounting screw 36 having a flat head. 34c, for example, a support flat plate portion 34 having a length of 4 m, and standing side plate portions 35A and 35B that stand in parallel from both side ends of the support flat plate portion 34 and are in contact with both side surfaces of the mold frame 32. It is configured.

次に、型枠材31の組立の一例について説明する。
まず、型枠32の下面に支持平板部34を対応させ、起立側板部35A,35Bを型枠32の側面に対応させるとともに、貫通孔32aの中心に挿通孔34aの中心を対応させてナット18を位置させる。
そして、支持平板部34の下面を、例えば、金槌などで叩くことにより、複数の打ち込み取付片34bを型枠32内へ打ち込んでナット18を貫通孔32a内に位置させた後、複数の取付孔34cへ取付ねじ36の軸部を挿通して型枠32にねじ込み、図1(b),(c)に示すように、取付板33を型枠32に取り付け、型枠材31とする。
なお、貫通孔34cは下側へ拡開する円錐台形状とされ、取付ねじ36の頭部が支持平板部34の下側へ突出しないようになっている。
Next, an example of assembling the mold material 31 will be described.
First, the support flat plate portion 34 is made to correspond to the lower surface of the mold frame 32, the upright side plate portions 35A and 35B are made to correspond to the side surfaces of the mold frame 32, and the center of the insertion hole 34a is made to correspond to the center of the through hole 32a. Position.
Then, for example, by hitting the lower surface of the support flat plate portion 34 with a hammer or the like, the plurality of mounting attachment pieces 34b are driven into the mold frame 32 and the nut 18 is positioned in the through hole 32a, and then the plurality of mounting holes. The shaft portion of the mounting screw 36 is inserted into the mold 34c and screwed into the mold 32, and the mounting plate 33 is mounted on the mold 32 as shown in FIGS.
The through hole 34 c has a truncated cone shape that expands downward, so that the head of the mounting screw 36 does not protrude downward from the support flat plate portion 34.

次に、型枠材高さ調節装置1の設置、高さ調節の一例について説明する。
まず、所定の間隔をおいて所定の位置に台座11を設置する。
次に、設置した台座11の間隔で型枠32に取付板33を取り付けた型枠材31の挿通孔34aへボルト15の雄ねじ部17を挿通し、図2に示すように、ナット18の下側に雄ねじ部17の上端を接触させた状態にする。
この状態で、プラスドライバーの先端をナット18に挿通して雄ねじ部17の上端に設けられている十字溝17aに係合させ、ボルト15を回転させ、雄ねじ部17をナット18に螺合させて支持平板部34を天板14に接触させると、図1(b),(c)に示す状態になる。
そして、各底板12の各固定孔12aに、例えば、釘を打ち込み、釘の頭部で各底板12を所定の位置に固定する。
なお、図1(b),(c)に示す状態で、雄ねじ部17の上端が型枠材31(型枠32)の上面から突出しないで、型枠材31(型枠32)の上面と面一となるように、または、型枠材31(型枠32)の上面よりも下側に位置するのが好ましい。
Next, an example of installation and height adjustment of the formwork material height adjusting device 1 will be described.
First, the base 11 is installed at a predetermined position with a predetermined interval.
Next, the male thread portion 17 of the bolt 15 is inserted into the insertion hole 34a of the mold member 31 having the mounting plate 33 attached to the mold 32 at intervals of the installed base 11, and as shown in FIG. The upper end of the male screw portion 17 is brought into contact with the side.
In this state, the tip of the Phillips screwdriver is inserted into the nut 18 to engage with the cross groove 17a provided at the upper end of the male screw portion 17, the bolt 15 is rotated, and the male screw portion 17 is screwed into the nut 18. When the support flat plate portion 34 is brought into contact with the top plate 14, the state shown in FIGS.
Then, for example, a nail is driven into each fixing hole 12a of each bottom plate 12, and each bottom plate 12 is fixed at a predetermined position with the head of the nail.
In the state shown in FIGS. 1B and 1C, the upper end of the male screw portion 17 does not protrude from the upper surface of the mold member 31 (former frame 32), and the upper surface of the mold member 31 (former frame 32). It is preferable that it is flush with the upper surface of the mold member 31 (former frame 32).

この状態で、型枠材高さ調節装置1を設置した位置の型枠材31(型枠32)の上端を、例えば、トランシットを用いて計測し、型枠材31(型枠32)の上端が所望(所期)の高さとなるように、プラスドライバーの先端を雄ねじ部17の十字溝17aに係合させてナット18を回転させることにより、例えば、図3に示すように、型枠材31(型枠32)の上端を調節する。
この型枠材31(型枠32)の上端の調節を、各型枠材高さ調節装置1に対して行う。
そして、型枠材高さ調節装置1の間隔が長く、アスファルト舗装を施工するときに型枠32が沈む(下降する、撓む)恐れがあれば、型枠32の下側にスペーサを所定間隔で挿入し、型枠32が沈まない(下降しない、撓まない)ようにするのが好ましい。
In this state, the upper end of the formwork 31 (formwork 32) at the position where the formwork height adjusting device 1 is installed is measured using, for example, a transit, and the upper end of the formwork 31 (form 32) is measured. By rotating the nut 18 by engaging the tip of the Phillips screwdriver 17 with the cross groove 17a of the male screw portion 17 so that the desired height is as desired (expected), for example, as shown in FIG. The upper end of 31 (formwork 32) is adjusted.
Adjustment of the upper end of this formwork material 31 (formwork 32) is performed with respect to each formwork material height adjusting device 1.
If there is a possibility that the mold frame 32 will sink (lower or bend) when constructing asphalt pavement, the spacer is placed below the mold frame 32 at a predetermined interval. The mold 32 is preferably inserted so that it does not sink (does not fall or flex).

このように、アスファルト舗装の施工幅を正確に確保するために施工幅の両側または片側に設置してアスファルト舗装を行った後、型枠材高さ調節装置1および型枠材31を取り除き、型枠材高さ調節装置1および型枠材31を取り除い部分を補修することにより、アスファルト舗装が完了する。   Thus, after asphalt pavement is performed by installing it on both sides or one side of the construction width in order to accurately secure the construction width of the asphalt pavement, the mold material height adjusting device 1 and the mold material 31 are removed, and the mold is removed. Asphalt pavement is completed by removing the frame material height adjusting device 1 and the mold material 31 and repairing the parts.

上述したように、この発明の一実施例によれば、型枠材31に取り付けられたナット18がボルト15の雄ねじ部17に螺合しているので、ボルト15を回転させることにより、ナット18および型枠材31を上下させることができる。
したがって、ボルト15を回転させることにより、型枠材31の高さ調節が簡単に行え、一日当たりのアスファルト舗装の作業量を増加させることができる。
そして、型枠材31を、型枠32と、この型枠32の下面に取り付けられた取付板33とで構成し、取付板33をナット18の下面に取り付けたので、アスファルト舗装の厚さを薄い値から調節することができる。
さらに、ボルト15の雄ねじ部17の上側端部に、ボルト15を回転させる工具の先端部分が係合する十字溝17aを設けたので、工具の先端をボルト15の十字溝17aに係合させることにより、ボルト15を簡単に回転させて型枠材31の高さ調節を簡単に行うことができる。
そして、台座11を、底板12と、この底板12の上側に取り付けられ、ボルト15の頭部16が回転可能な空間を形成するスペーサ13と、このスペーサ13の上側に取り付けられ、ボルト15の頭部16が抜け出るのを阻止する天板14とで構成したので、台座11の構成が簡単となって台座11が安価になることにより、型枠材高さ調節装置1を安価で提供することができる。
さらに、型枠材31を最下降させた状態で、雄ねじ部17の上端を型枠材31の上端よりも下側に位置させたので、アスファルト舗装の厚さを最小値にしても、型枠材31から雄ねじ部17が突出せず、効率よくをアスファルト舗装を施工することができる。
As described above, according to one embodiment of the present invention, the nut 18 attached to the mold member 31 is screwed into the male screw portion 17 of the bolt 15, so that the nut 18 is rotated by rotating the bolt 15. And the formwork 31 can be moved up and down.
Therefore, by rotating the bolt 15, the height of the formwork 31 can be easily adjusted, and the amount of asphalt pavement work per day can be increased.
And since the formwork 31 is composed of the formwork 32 and the attachment plate 33 attached to the lower surface of the formwork 32, and the attachment plate 33 is attached to the lower surface of the nut 18, the thickness of the asphalt pavement is reduced. It can be adjusted from a thin value.
Furthermore, since the cross groove 17a that engages the tip portion of the tool that rotates the bolt 15 is provided at the upper end of the male screw portion 17 of the bolt 15, the tip of the tool is engaged with the cross groove 17a of the bolt 15. Thus, the height of the mold member 31 can be easily adjusted by simply rotating the bolt 15.
The pedestal 11 is attached to the bottom plate 12 and the top of the bottom plate 12, the spacer 13 that forms a space in which the head 16 of the bolt 15 can rotate, and the top of the bolt 15. Since it comprises the top plate 14 which prevents the part 16 from coming out, the structure of the pedestal 11 becomes simple and the pedestal 11 becomes inexpensive, thereby providing the formwork material height adjusting device 1 at a low cost. it can.
Furthermore, since the upper end of the male screw portion 17 is positioned below the upper end of the mold member 31 with the mold member 31 lowered to the lowest, the mold frame can be formed even if the thickness of the asphalt pavement is minimized. The male thread portion 17 does not protrude from the material 31, and asphalt pavement can be efficiently constructed.

図4(a),(b)は雄ねじ部に設ける係合部の他の例を示す雄ねじ部の平面図、雄ねじ部の部分側面図、図5(a),(b)は雄ねじ部に設ける係合部のさらに他の例を示す雄ねじ部の平面図、雄ねじ部の部分側面図、図6(a),(b)は雄ねじ部に設ける係合部のさらに他の例を示す雄ねじ部の平面図、雄ねじ部の部分側面図である。   4 (a) and 4 (b) are plan views of the male screw portion showing another example of the engaging portion provided in the male screw portion, a partial side view of the male screw portion, and FIGS. 5 (a) and 5 (b) are provided in the male screw portion. The top view of the external thread part which shows the further another example of an engaging part, the partial side view of an external thread part, FIG. 6 (a), (b) of the external thread part which shows the further another example of the engaging part provided in an external thread part. It is a top view and the partial side view of an external thread part.

図4において、頭部と反対側の雄ねじ部17の上側端部には、ボルト15を回転させる、例えば、マイナスドライバーの先端部分などが係合する直線状の溝17bが係合部として設けられている。
図5において、頭部と反対側の雄ねじ部17の上側端部には、ボルト15を回転させる、例えば、六角の箱スパナ(ボックススパナ)が係合する正六角柱の係合突起17cが係合部として設けられている。
図6において、頭部と反対側の雄ねじ部17の上側端部には、ボルト15を回転させる、例えば、六角レンチの先端部分が係合する正六角柱状の係合凹部17dが係合部として設けられている。
In FIG. 4, a linear groove 17 b that rotates the bolt 15 and engages, for example, a tip portion of a flathead screwdriver is provided as an engaging portion at the upper end portion of the male screw portion 17 on the side opposite to the head portion. ing.
In FIG. 5, an engagement protrusion 17 c of a regular hexagonal column that engages a bolt 15, for example, a hexagonal box spanner (box spanner), is engaged with the upper end portion of the male screw portion 17 on the side opposite to the head. It is provided as a part.
In FIG. 6, a bolt 15 is rotated at the upper end portion of the male screw portion 17 on the side opposite to the head portion. For example, a regular hexagonal column-shaped engaging concave portion 17d with which a tip portion of a hexagon wrench is engaged serves as an engaging portion. Is provided.

図4〜図6に示す溝17b、係合突起17c、係合凹部17dのいずれかを雄ねじ部17の上端に設けても、図1〜図3に示した実施例のように、型枠材の高さを調節することができる。   Even if any one of the groove 17b, the engagement protrusion 17c, and the engagement recess 17d shown in FIGS. 4 to 6 is provided on the upper end of the male screw portion 17, as in the embodiment shown in FIGS. The height of the can be adjusted.

図7は型枠材の他の例を示す説明図、図8は型枠材のさらに他の例を示す説明図であり、図1〜図3と同一または相当部分に同一符号を付し、その説明を省略する。
なお、図7および図8は、図1(c)に対応させた断面図である。
FIG. 7 is an explanatory view showing another example of the formwork material, FIG. 8 is an explanatory view showing still another example of the formwork material, and the same reference numerals are given to the same or corresponding parts as in FIGS. The description is omitted.
7 and 8 are cross-sectional views corresponding to FIG. 1 (c).

図7に示す型枠材31は、図1に示した取付板33から起立側板部35A,35Bを取り除いた他は図1に示す取付板33と同様に構成されている。
図8に示す型枠材31は、図1に示した取付板33から起立側板部35Bを取り除いた他は図1に示す取付板33と同様に構成されている。
The mold member 31 shown in FIG. 7 is configured in the same manner as the attachment plate 33 shown in FIG. 1 except that the standing side plate portions 35A and 35B are removed from the attachment plate 33 shown in FIG.
The mold member 31 shown in FIG. 8 is configured in the same manner as the attachment plate 33 shown in FIG. 1 except that the standing side plate portion 35B is removed from the attachment plate 33 shown in FIG.

図7または図8に示した型枠材31を用いても、図1〜図3に示した実施例のように、型枠材31の高さを調節することができる。   Even when the mold member 31 shown in FIG. 7 or FIG. 8 is used, the height of the mold member 31 can be adjusted as in the embodiment shown in FIGS.

図9(a)はこの発明の他の実施例である型枠材高さ調節装置の平面図、図9(b)は図9(a)のB−B線による断面図、図9(c)は図9(a)のC−C線による断面図、図10および図11は動作説明図である。
なお、型枠材は、部分図としてある。
そして、図10および図11は、図9(c)に対応させてある。
FIG. 9A is a plan view of a formwork material height adjusting device according to another embodiment of the present invention, FIG. 9B is a cross-sectional view taken along line BB in FIG. 9A, and FIG. ) Is a cross-sectional view taken along the line CC of FIG. 9A, and FIGS. 10 and 11 are operation explanatory views.
The formwork material is shown as a partial view.
10 and 11 correspond to FIG. 9C.

図9において、型枠材高さ調節装置1は、平板状で複数の固定孔21aが設けられた台座21と、この台座21の上面に直立させて取り付けられた雄ねじ部材22と、この雄ねじ部材22に螺合するナット23と、このナット23の下面に取り付けられた円環平板状のフランジ部材24と、このフランジ部材24の周縁を回転可能に保持し、型枠材41に取り付けられる取付部材25とで構成されている。   In FIG. 9, the formwork material height adjusting device 1 includes a pedestal 21 that is flat and provided with a plurality of fixing holes 21, a male screw member 22 that is mounted upright on the upper surface of the pedestal 21, and the male screw member. 22, a nut 23 that is screwed onto 22, an annular flat flange member 24 that is attached to the lower surface of the nut 23, and a mounting member that rotatably holds the periphery of the flange member 24 and is attached to the mold member 41. 25.

上記した型枠材41は、下側が大径な孔で、上側の孔が下側の孔と同心で下側の孔よりも小径な孔からなり、上側の小径な孔にナット23が挿入される段付き貫通孔42aが設けられた型枠42のみで構成されている。
また、取付部材25は、型枠42に設けられた段付き貫通孔42aの下側の大径な孔に挿入され、図示を省略した取付片に設けた取付孔に釘を打ち込むことにより、型枠42の下面と面一状態に取り付けられる。
そして、型枠42は、例えば、4mの長さで、0.5m〜2.0mの間隔で段付き貫通孔42aが設けられている。
In the above-described mold material 41, the lower hole is a large-diameter hole, the upper hole is concentric with the lower hole and smaller in diameter than the lower hole, and the nut 23 is inserted into the upper small-diameter hole. It is comprised only with the formwork 42 provided with the stepped through-hole 42a.
The mounting member 25 is inserted into a large-diameter hole below the stepped through hole 42a provided in the mold 42, and a nail is driven into the mounting hole provided in the mounting piece (not shown), thereby It is attached flush with the lower surface of the frame 42.
The mold 42 is, for example, 4 m long and provided with stepped through holes 42a at intervals of 0.5 m to 2.0 m.

次に、取付部材25の型枠材41(型枠42)への取付の一例について説明する。
まず、型枠42に設けられた段付き貫通孔42aの下側の大径な孔の部分に、ナット23が段付き貫通孔42a内に位置するようにして取付部材25を挿入する。
なお、取付部材25を段付き貫通孔42aの下側の大径な孔の部分に挿入したとき、取付部材25の図示を省略した複数の取付片も、取付片収容凹部内に収容される。
そして、取付部材25に設けられた複数の取付片の取付孔へ取付ねじの軸部を挿通してねじ込むと、取付孔は下側へ拡開する円錐台形状とされているので、取付ねじの頭部が取付部材25、型枠42の下側へ突出せず、図9(b),(c)に示すように、取付部材25を型枠材41(型枠42)に取り付けることができる。
また、ナット23の上端は、図9(b),(c)に示す状態で、型枠材41(型枠42)の上面から突出しないで、型枠材41(型枠42)の上面と面一となるように、または、型枠材41(型枠42)の上面よりも下側に位置するのが好ましい。
Next, an example of attachment of the attachment member 25 to the formwork material 41 (formwork 42) will be described.
First, the attachment member 25 is inserted into the portion of the large diameter hole on the lower side of the stepped through hole 42a provided in the mold 42 so that the nut 23 is positioned in the stepped through hole 42a.
Note that when the mounting member 25 is inserted into the large-diameter hole below the stepped through hole 42a, a plurality of mounting pieces (not shown) of the mounting member 25 are also housed in the mounting piece housing recess.
And when the shaft portion of the mounting screw is inserted and screwed into the mounting holes of the plurality of mounting pieces provided in the mounting member 25, the mounting hole has a truncated cone shape that expands downward. As shown in FIGS. 9B and 9C, the head does not protrude to the lower side of the mounting member 25 and the formwork 42, and the attachment member 25 can be attached to the formwork material 41 (formwork 42). .
Further, the upper end of the nut 23 does not protrude from the upper surface of the mold material 41 (form frame 42) in the state shown in FIGS. 9B and 9C, and the upper surface of the mold material 41 (form frame 42). It is preferable to be flush with the upper surface of the mold material 41 (form frame 42).

次に、型枠材高さ調節装置1の設置、高さ調節の一例について説明する。
まず、所定の間隔をおいて所定の位置に台座21を設置する。
次に、設置した台座21の間隔で型枠42に取り付けたフランジ部材24へ雄ねじ部材22を挿通し、図10に示すように、ナット23の下側に雄ねじ部材22の上端を接触させた状態にする。
この状態で、六角の箱スパナ(ボックススパナ)の先端を段付き貫通孔42a内へ上側から挿入してナット23に係合させ、ナット23を回転させ、ナット23を雄ねじ部材22に螺合させて取付部材25を台座21に接触させると、図9(b),(c)に示す状態になる。
そして、各台座21の各固定孔21aに、例えば、釘を打ち込み、釘の頭部で各台座21を所定の位置に固定する。
なお、図9(b),(c)に示す状態では、雄ねじ部材22の上端が型枠材41(型枠42)の上面から突出しないで、型枠材41(型枠42)の上面と面一となるように、または、型枠材41(型枠42)の上面よりも下側に位置するのが好ましい。
Next, an example of installation and height adjustment of the formwork material height adjusting device 1 will be described.
First, the base 21 is installed at a predetermined position with a predetermined interval.
Next, the male screw member 22 is inserted into the flange member 24 attached to the mold frame 42 at intervals between the installed bases 21 and the upper end of the male screw member 22 is in contact with the lower side of the nut 23 as shown in FIG. To.
In this state, the tip of a hexagonal box spanner (box spanner) is inserted into the stepped through hole 42a from above and engaged with the nut 23, the nut 23 is rotated, and the nut 23 is screwed into the male screw member 22. When the attachment member 25 is brought into contact with the base 21, the state shown in FIGS. 9B and 9C is obtained.
Then, for example, a nail is driven into each fixing hole 21a of each pedestal 21, and each pedestal 21 is fixed at a predetermined position with the head of the nail.
In the state shown in FIGS. 9B and 9C, the upper end of the male screw member 22 does not protrude from the upper surface of the mold member 41 (form frame 42), and the upper surface of the mold member 41 (form frame 42) It is preferable to be flush with the upper surface of the mold material 41 (form frame 42).

この状態で、型枠材高さ調節装置1を設置した位置の型枠材41(型枠42)の上端を、例えば、トランシットを用いて計測し、型枠材41(型枠42)の上端が所望(所期)の高さとなるように、六角の箱スパナ(ボックススパナ)の先端をナット23に係合させてナット23を回転させることにより、例えば、図11に示すように、型枠材41(型枠42)の上端を調節する。
この型枠材41(型枠42)の上端の調節を、各型枠材高さ調節装置1に対して行う。
そして、型枠材高さ調節装置1の間隔が長く、アスファルト舗装を施工するときに型枠42が沈む(下降する、撓む)恐れがあれば、型枠42の下側にスペーサを所定間隔で挿入し、型枠42が沈まない(下降しない、撓まない)ようにするのが好ましい。
In this state, the upper end of the formwork material 41 (formwork 42) at the position where the formwork material height adjusting device 1 is installed is measured using, for example, a transit, and the upper end of the formwork material 41 (formwork 42) is measured. 11, by rotating the nut 23 with the end of the hexagonal box spanner (box spanner) engaged with the nut 23 so that the desired height is as desired (expected), for example, as shown in FIG. The upper end of the material 41 (form 42) is adjusted.
The upper end of the mold material 41 (form 42) is adjusted for each mold material height adjusting device 1.
If there is a risk that the mold frame 42 may sink (lower or bend) when constructing asphalt pavement, the spacer is placed below the mold frame 42 at a predetermined interval. It is preferable to insert in order to prevent the formwork 42 from sinking (not descending or bending).

このように、アスファルト舗装の施工幅を正確に確保するために施工幅の両側または片側に設置してアスファルト舗装を行った後、型枠材高さ調節装置1および型枠材41を取り除き、型枠材高さ調節装置1および型枠材41を取り除い部分を補修することにより、アスファルト舗装が完了する。   Thus, after asphalt pavement is performed by installing it on both sides or one side of the construction width in order to ensure the asphalt pavement construction width accurately, the mold material height adjusting device 1 and the mold material 41 are removed, and the mold is removed. Asphalt pavement is completed by removing the frame material height adjusting device 1 and the mold material 41 and repairing the parts.

上述したように、この発明の他の実施例によれば、型枠材41に取り付けられた取付部材25が、雄ねじ部材22に螺合するナット23に取り付けられたフランジ部材24を保持しているので、ナット23を回転させることにより、型枠材41を上下させることができる。
したがって、ナット23を回転させることにより、型枠材41の高さ調節が簡単に行え、一日当たりのアスファルト舗装の作業量を増加させることができる。
そして、取付部材25を、型枠材41の下側に取り付けたので、アスファルト舗装の厚さを薄い値から調節することができる。
さらに、型枠材41を最下降させた状態で、雄ねじ部材22の上端およびナット23の上端を型枠材41の上端よりも下側に位置させたので、アスファルト舗装の厚さを最小値にしても、型枠材41から雄ねじ部材22およびナット23が突出せず、効率よくをアスファルト舗装を施工することができる。
As described above, according to another embodiment of the present invention, the attachment member 25 attached to the mold member 41 holds the flange member 24 attached to the nut 23 screwed into the male screw member 22. Therefore, the mold material 41 can be moved up and down by rotating the nut 23.
Therefore, by rotating the nut 23, the height of the mold material 41 can be easily adjusted, and the amount of asphalt pavement work per day can be increased.
And since the attachment member 25 was attached to the lower side of the formwork material 41, the thickness of asphalt pavement can be adjusted from a thin value.
Furthermore, since the upper end of the male screw member 22 and the upper end of the nut 23 are positioned below the upper end of the mold frame material 41 with the mold frame material 41 lowered to the minimum, the thickness of the asphalt pavement is minimized. However, the male screw member 22 and the nut 23 do not protrude from the mold material 41, and the asphalt pavement can be efficiently constructed.

上記した実施例では、固定孔12a,21aに釘を打ち込んで台座11,21を固定する例を示したが、釘を取付ねじに代えたり、底板12、台座21に、支持平板部34に設けた打ち込み取付片32bと同じ形状の複数の打ち込み取付片を設け、この複数の打ち込み取付片を打ち込んで固定したり、釘または取付ねじと複数の打ち込み片とを用いて固定したり、接着剤で貼り付けてもよい。
また、係合部としての係合突起17cを六角柱状(正六角柱状)にした例を示したが、他の形状、例えば、三角柱状(正三角柱状)、四角柱状(正四角柱状)、五角柱状(正五角柱状)、八角柱状(正八角柱状)などにしてもよい。
また、係合部としての係合凹部17dを六角柱状(正六角柱状)の凹部にした例を示したが、他の形状、例えば、三角柱状(正三角柱状)の凹部、四角柱状(正四角柱状)の凹部、五角柱状(正五角柱状)の凹部、八角柱状(正八角柱状)の凹部などにしてもよい。
また、型枠材31,41を最下降させた状態(図1(b),(c)または図9(b),(c))で、雄ねじ部17、雄ねじ部材22、ナット23を型枠材31,41の上側へ突出させない例を示したが、作業に支障がなければ、型枠材31,41を最下降させた状態で、雄ねじ部17、雄ねじ部材22、ナット23を型枠材31,41の上側へ突出させてもよい。
また、型枠32に取付板33を打ち込み取付片32bと取付ねじ36とで取り付ける例を示したが、型枠32に取付板33を打ち込み取付片32bのみ、または、取付ねじ36または釘のみ、または、他の手段、例えば、接着剤などで取り付けてもよい。
また、取付部材25を取付ねじで型枠材41(型枠42)に固定する例を示したが、取付部材25を段付き貫通孔42aへ圧入することにより、取付部材25を取付ねじで型枠材41(型枠42)に取り付けてもよい。
また、型枠材高さ調節装置1を構成する各部材の材質に言及しなかったが、型枠材高さ調節装置1を構成する各部材の材質は、鉄、ステンレス、アルミニウムなどの金属、廃プラスチックを含むプラスチック類で構成することができる。
また、型枠材高さ調節装置1の型枠材31,41への取付は、上記した方法以外の方法、例えば、材質にもよるが、溶接、溶着、接着などでも行うことができる。
また、型枠材31,41(型枠32,42)の上端をトランシットを用いて計測しながら調節する例で説明したが、水糸を張って型枠材31,41(型枠32,42)の上端を調節したり、レベル計を用いて型枠材31,41(型枠32,42)の上端を調節してもよい。
In the above-described embodiment, an example in which nails are driven into the fixing holes 12a and 21a to fix the bases 11 and 21 is shown. However, the nails are replaced with mounting screws, or provided on the bottom plate 12 and the base 21 on the support flat plate portion 34. A plurality of driving mounting pieces having the same shape as the driving mounting piece 32b are provided, and the plurality of driving mounting pieces are driven and fixed, or fixed with a nail or mounting screw and a plurality of driving pieces, or with an adhesive. It may be pasted.
Moreover, although the example which made the engaging protrusion 17c as an engaging part the hexagonal column shape (regular hexagonal column shape) was shown, other shapes, for example, a triangular column shape (regular triangular column shape), a square column shape (regular square column shape), a pentagon, etc. It may be columnar (regular pentagonal), octagonal (regular octagonal), or the like.
Moreover, although the example which made the engaging recessed part 17d as an engaging part the hexagonal column shape (regular hexagonal column shape) recessed part was shown, other shapes, for example, a triangular columnar shape (regular triangular columnar shape) recessed part, square columnar shape (regular square shape) Column-shaped recesses, pentagonal columnar (regular pentagonal columnar) recesses, octagonal columnar (regular octagonal columnar) recesses, and the like may be used.
Further, the male screw portion 17, the male screw member 22, and the nut 23 are placed in the formwork in a state where the mold materials 31 and 41 are lowered to the lowest position (FIGS. 1B and 1C or FIGS. 9B and 9C). Although the example which does not project to the upper side of the materials 31 and 41 was shown, if there is no trouble in work, the male screw part 17, the male screw member 22, and the nut 23 will be used as the mold material in a state where the mold materials 31 and 41 are lowered. You may make it protrude above 31 and 41. FIG.
In addition, an example in which the mounting plate 33 is driven into the mold 32 with the mounting pieces 32b and the mounting screws 36 is shown. However, the mounting plate 33 is driven into the mold 32 with only the mounting pieces 32b, or only the mounting screws 36 or nails. Or you may attach with another means, for example, an adhesive agent.
Moreover, although the example which fixes the attachment member 25 to the formwork material 41 (formwork 42) with the attachment screw was shown, the attachment member 25 is shape | molded with the attachment screw by press-fitting the attachment member 25 in the stepped through-hole 42a. You may attach to the frame material 41 (formwork 42).
Moreover, although the material of each member which comprises the formwork material height adjustment apparatus 1 was not mentioned, the material of each member which comprises the formwork material height adjustment apparatus 1 is metals, such as iron, stainless steel, and aluminum, It can be composed of plastics including waste plastic.
Moreover, attachment to the formwork materials 31 and 41 of the formwork material height adjusting device 1 can be performed by methods other than the above-described methods, for example, welding, welding, adhesion, etc., depending on the material.
Moreover, although the example which adjusts while measuring the upper end of the formwork materials 31 and 41 (formwork 32 and 42) using a transit was demonstrated, the formwork materials 31 and 41 (formwork 32 and 42) are stretched with a water thread. ) Or the upper ends of the mold materials 31 and 41 (form frames 32 and 42) may be adjusted using a level meter.

この発明の実施例において、型枠32,42の厚さを15mmにした場合、アスファルト舗装の厚さを30mm〜40mm(雄ねじ部17、雄ねじ部材22、ナット23を型枠材31,41の上側へ突出させてもよい場合は、30mm〜50mm)の範囲で調節でき、型枠32,42の厚さを20mmにした場合、アスファルト舗装の厚さを35mm〜50mm(雄ねじ部17、雄ねじ部材22、ナット23を型枠材31,41の上側へ突出させてもよい場合は、35mm〜60mm)の範囲で調節でき、型枠32,42の厚さを30mmにした場合、アスファルト舗装の厚さを45mm〜70mm(雄ねじ部17、雄ねじ部材22、ナット23を型枠材31,41の上側へ突出させてもよい場合は、45mm〜80mm)の範囲で調節でき、型枠32,42の厚さを40mmにした場合、アスファルト舗装の厚さを55mm〜90mm(雄ねじ部17、雄ねじ部材22、ナット23を型枠材31,41の上側へ突出させてもよい場合は、55mm〜100mm)の範囲で調節でき、型枠32,42の厚さを50mmにした場合、アスファルト舗装の厚さを65mm〜110mm(雄ねじ部17、雄ねじ部材22、ナット23を型枠材31,41の上側へ突出させてもよい場合は、65mm〜120mm)の範囲で調節できた。   In the embodiment of the present invention, when the thickness of the molds 32 and 42 is 15 mm, the thickness of the asphalt pavement is 30 mm to 40 mm (the male screw portion 17, the male screw member 22, and the nut 23 on the upper side of the mold materials 31 and 41. Can be adjusted in the range of 30 mm to 50 mm), and when the thickness of the molds 32 and 42 is 20 mm, the thickness of the asphalt pavement is 35 mm to 50 mm (male thread portion 17, male thread member 22 When the nut 23 may be protruded above the formwork materials 31 and 41, the thickness can be adjusted within the range of 35 mm to 60 mm). When the thickness of the formwork 32 and 42 is 30 mm, the thickness of the asphalt pavement Can be adjusted within a range of 45 mm to 70 mm (45 mm to 80 mm when the male screw portion 17, the male screw member 22, and the nut 23 may be protruded to the upper side of the mold members 31 and 41). When the thickness of the molds 32 and 42 is 40 mm, the thickness of the asphalt pavement is 55 mm to 90 mm (when the male screw portion 17, the male screw member 22 and the nut 23 may protrude above the mold materials 31 and 41. Can be adjusted within a range of 55 mm to 100 mm, and when the thickness of the molds 32 and 42 is 50 mm, the thickness of the asphalt pavement is 65 mm to 110 mm (the male screw portion 17, the male screw member 22, and the nut 23 are used as the mold material. In the case where it is allowed to protrude upwards of 31 and 41, it was possible to adjust in the range of 65 mm to 120 mm.

(a)はこの発明の一実施例である型枠材高さ調節装置の平面図、(b)は図1(a)のB−B線による断面図、(c)は図1(a)のC−C線による断面図である。(A) is a top view of the formwork material height adjustment apparatus which is one Example of this invention, (b) is sectional drawing by the BB line of Fig.1 (a), (c) is Fig.1 (a). It is sectional drawing by CC line | wire. 動作説明図である。It is operation | movement explanatory drawing. 動作説明図である。It is operation | movement explanatory drawing. (a),(b)は雄ねじ部に設ける係合部の他の例を示す雄ねじ部の平面図、雄ねじ部の部分側面図である。(A), (b) is the top view of the external thread part which shows the other example of the engaging part provided in an external thread part, and the partial side view of an external thread part. (a),(b)は雄ねじ部に設ける係合部のさらに他の例を示す雄ねじ部の平面図、雄ねじ部の部分側面図である。(A), (b) is the top view of the external thread part which shows the further another example of the engaging part provided in an external thread part, The partial side view of an external thread part. (a),(b)は雄ねじ部に設ける係合部のさらに他の例を示す雄ねじ部の平面図、雄ねじ部の部分側面図である。(A), (b) is the top view of the external thread part which shows the further another example of the engaging part provided in an external thread part, The partial side view of an external thread part. 型枠材の他の例を示す説明図である。It is explanatory drawing which shows the other example of a formwork material. 型枠材のさらに他の例を示す説明図である。It is explanatory drawing which shows the further another example of a formwork material. (a)はこの発明の他の実施例である型枠材高さ調節装置の平面図、(b)は図9(a)のB−B線による断面図、(c)は図9(a)のC−C線による断面図である。(A) is a plan view of a formwork material height adjusting device according to another embodiment of the present invention, (b) is a sectional view taken along line BB in FIG. 9 (a), and (c) is FIG. 9 (a). It is sectional drawing by CC line | wire. 動作説明図である。It is operation | movement explanatory drawing. 動作説明図である。It is operation | movement explanatory drawing.

符号の説明Explanation of symbols

1 型枠材高さ調節装置
11 台座
12 底板
12a 固定孔
13 スペーサ
13a 孔
14 天板
14a 挿通孔
15 ボルト
16 頭部
17 雄ねじ部
17a 十字溝(係合部)
17b 溝(係合部)
17c 係合突起(係合部)
17d 係合凹部(係合部)
18 ナット
21 台座
21a 固定孔
22 雄ねじ部材
23 ナット
24 フランジ部材
25 取付部材
31 型枠材
32 型枠
32a 貫通孔
33 取付板
34 支持平板部
34a 挿通孔
32b 打ち込み取付片
34c 取付孔
35A 起立側板部
35B 起立側板部
36 取付ねじ
41 型枠材
42 型枠
42a 段付き貫通孔
DESCRIPTION OF SYMBOLS 1 Formwork material height adjustment apparatus 11 Base 12 Bottom plate 12a Fixing hole 13 Spacer 13a Hole 14 Top plate 14a Insertion hole 15 Bolt 16 Head 17 Male thread part 17a Cross groove (engagement part)
17b Groove (engagement part)
17c engagement protrusion (engagement part)
17d Engaging recess (engaging part)
18 Nut 21 Base 21a Fixing hole 22 Male screw member 23 Nut 24 Flange member 25 Mounting member 31 Mold frame material 32 Mold frame 32a Through hole 33 Mounting plate 34 Support flat plate portion 34a Insertion hole 32b Driving mounting piece 34c Mounting hole 35A Standing side plate portion 35B Standing side plate part 36 Mounting screw 41 Formwork material 42 Formwork 42a Stepped through hole

Claims (6)

台座と、
この台座に回転可能に保持され、雄ねじ部が前記台座から上側へ突出するボルトと、
このボルトの雄ねじ部に螺合し、型枠材に取り付けられるナットと、
を備えた型枠材高さ調節装置。
A pedestal,
A bolt that is rotatably supported by the pedestal and has a male screw portion protruding upward from the pedestal;
A nut that is screwed into the male thread of this bolt and attached to the formwork;
Formwork material height adjustment device equipped with.
請求項1に記載の型枠材高さ調節装置において、
前記型枠材は、型枠と、この型枠の下面に取り付けられた取付板とからなり、
前記取付板が前記ナットの下面に取り付けられている、
ことを特徴とする型枠材高さ調節装置。
In the formwork height adjustment device according to claim 1,
The formwork material comprises a formwork and a mounting plate attached to the lower surface of the formwork,
The mounting plate is attached to the lower surface of the nut;
Formwork material height adjusting device characterized by that.
請求項1または請求項2に記載の型枠材高さ調節装置において、
前記ボルトの雄ねじ部の上側端部に、前記ボルトを回転させる工具の先端部分が係合する係合部を設けた、
ことを特徴とする型枠材高さ調節装置。
In the formwork height adjustment device according to claim 1 or 2,
An engagement portion is provided on the upper end portion of the male screw portion of the bolt to engage a tip portion of a tool that rotates the bolt.
Formwork material height adjusting device characterized by that.
請求項1から請求項3のいずれか1項に記載の型枠材高さ調節装置において、
前記台座は、底板と、この底板の上側に取り付けられ、前記ボルトの頭部が回転可能な空間を形成するスペーサと、このスペーサの上側に取り付けられ、前記ボルトの頭部が抜け出るのを阻止する天板とで構成されている、
ことを特徴とする型枠材高さ調節装置。
In the formwork material height adjusting device according to any one of claims 1 to 3,
The pedestal is attached to the bottom plate, an upper side of the bottom plate, and a spacer that forms a space in which the bolt head can rotate, and is attached to the upper side of the spacer to prevent the bolt head from slipping out. It consists of a top plate,
Formwork material height adjusting device characterized by that.
台座と、
この台座に直立させて取り付けられた雄ねじ部材と、
この雄ねじ部材に螺合するナットと、
このナットの下面に取り付けられた円環平板状のフランジ部材と、
このフランジ部材の周縁を回転可能に保持し、型枠材に取り付けられる取付部材と、
を備えた型枠材高さ調節装置。
A pedestal,
A male screw member mounted upright on this pedestal;
A nut screwed into the male screw member;
An annular flat flange member attached to the bottom surface of the nut;
An attachment member that rotatably holds the periphery of the flange member and is attached to the formwork material;
Formwork material height adjustment device equipped with.
請求項5に記載の型枠材高さ調節装置において、
前記取付部材は、前記型枠材の下側に取り付けられている、
ことを特徴とする型枠材高さ調節装置。
In the formwork material height adjusting device according to claim 5,
The attachment member is attached to the lower side of the formwork material,
Formwork material height adjusting device characterized by that.
JP2007111208A 2007-04-20 2007-04-20 Formwork material height adjustment device Active JP4891138B2 (en)

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57133656A (en) * 1981-02-12 1982-08-18 Nec Corp Semiconductor integrated circuit incorporated with test circuit
JPS61169504A (en) * 1985-01-24 1986-07-31 ピ−・エス・コンクリ−ト株式会社 Leveling repairing method of prestressed concrete paved roadand prestressed concrete paving board used
JPH06167003A (en) * 1992-10-22 1994-06-14 Shinko:Kk Road curb stone forming method
JPH07279119A (en) * 1994-04-08 1995-10-24 Hokkaido Kaihatsukiyoku Otaru Kaihatsu Kensetsubuchiyou Back filling material filling device for pavement slab
JPH10266567A (en) * 1997-03-24 1998-10-06 Akira Muroboshi Placing method and device of concrete
JP2001026909A (en) * 1999-07-15 2001-01-30 Kondo Kozai Kk Connection structure of floor slab using three- dimensional truss with concrete form in bridge girder
JP2007092438A (en) * 2005-09-29 2007-04-12 Ps Mitsubishi Construction Co Ltd Floor slab installing method

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57133656A (en) * 1981-02-12 1982-08-18 Nec Corp Semiconductor integrated circuit incorporated with test circuit
JPS61169504A (en) * 1985-01-24 1986-07-31 ピ−・エス・コンクリ−ト株式会社 Leveling repairing method of prestressed concrete paved roadand prestressed concrete paving board used
JPH06167003A (en) * 1992-10-22 1994-06-14 Shinko:Kk Road curb stone forming method
JPH07279119A (en) * 1994-04-08 1995-10-24 Hokkaido Kaihatsukiyoku Otaru Kaihatsu Kensetsubuchiyou Back filling material filling device for pavement slab
JPH10266567A (en) * 1997-03-24 1998-10-06 Akira Muroboshi Placing method and device of concrete
JP2001026909A (en) * 1999-07-15 2001-01-30 Kondo Kozai Kk Connection structure of floor slab using three- dimensional truss with concrete form in bridge girder
JP2007092438A (en) * 2005-09-29 2007-04-12 Ps Mitsubishi Construction Co Ltd Floor slab installing method

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