JPH1037209A - Marking form for casting civil construction ruler table - Google Patents

Marking form for casting civil construction ruler table

Info

Publication number
JPH1037209A
JPH1037209A JP20926596A JP20926596A JPH1037209A JP H1037209 A JPH1037209 A JP H1037209A JP 20926596 A JP20926596 A JP 20926596A JP 20926596 A JP20926596 A JP 20926596A JP H1037209 A JPH1037209 A JP H1037209A
Authority
JP
Japan
Prior art keywords
frame
outer frame
arms
inner frame
center
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
Application number
JP20926596A
Other languages
Japanese (ja)
Inventor
Kazuharu Mori
和晴 森
Kenji Hirozawa
建二 広沢
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Daiwa House Industry Co Ltd
Original Assignee
Daiwa House Industry Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Daiwa House Industry Co Ltd filed Critical Daiwa House Industry Co Ltd
Priority to JP20926596A priority Critical patent/JPH1037209A/en
Publication of JPH1037209A publication Critical patent/JPH1037209A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a form which can be placed and fixed on the ground without taking much time and in which a top end thereof can be rapidly positioned and a mortar ruler table can be efficiently cast by precisely setting the top end to a predetermined level. SOLUTION: A form 38 comprises a cylindrical outer frame 11, a cylindrical inner frame 12 having an outer diameter small than the inner diameter of the frame 11, and a level measuring rod 15 supported by the frame 12. Three protrusions 16 are provided on the inner surface of the frame 11, three arms 17 are projected from the outer surface of the frame 11, and three leg materials 18 are provided on the lower periphery of the frame 11. Three arms 19 are projected from the outer periphery of the frame 12. The frame 11 is placed on the ground. Screws 20 each provided on the arms 19 of the frame 12 are placed on the arms 17 of the frame 11 to mount the frame 12 on the frame 11 and the screws 20 are turned to make horizontal the upper periphery 13 of the frame 12 and mortar is placed in an opening 29 of the frame 12 to form a mortar ruler table.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、土木工事や建築工
事(以下、土建工事と言う。)における基礎や梁、支
柱、橋脚など(以下、土建構造物と言う。)を支えるモ
ルタル定盤36を、地盤34に打設する際に使用する土
建工事定盤打設用墨出し型枠に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a mortar base plate 36 for supporting foundations, beams, columns, piers, etc. (hereinafter, referred to as "civil structures") in civil engineering works and building works (hereinafter, referred to as "civil works"). Is used when casting the ground on the ground 34.

【0002】[0002]

【従来の技術】土建工事における土建構造物を支えるモ
ルタル定盤36を、地盤34に打設する際に使用する土
建工事定盤打設用墨出し型枠には、4枚の貫板39でモ
ルタル打設スペース40を四角に囲った四角形型枠41
が使用されている。
2. Description of the Related Art A mortar surface plate 36 for supporting an earth-construction structure in civil engineering work is cast on a ground 34 by means of four through-plates 39 on a black-out formwork for casting a civil engineering work surface plate. A square formwork 41 surrounding the mortar casting space 40 in a square
Is used.

【0003】この四角形型枠41は、それを地盤34の
上に載設し、その貫板39の内面にレベル測定治具42
を当てて所要のレベルの目印43を付け、一人の作業員
が貫板39の内面の目印43に墨糸を当てて緊張し、そ
の墨糸を他の一人の作業員が引っ張って墨打ちし、そこ
に打設するモルタルの天端37の位置決めをし(図1
1)、その四角形型枠内41に注入したモルタル32を
目印43に合わせてコテ44で平らにならしてモルタル
定盤36を打設している(図12)。
The square frame 41 is mounted on the ground 34, and a level measuring jig 42 is mounted on the inner surface of the through plate 39.
To mark the mark 43 of a required level, and one worker applies black ink to the mark 43 on the inner surface of the perforated panel 39 to be nervous, and another worker pulls the black ink to strike the mark. , And position the top 37 of the mortar to be cast there (FIG. 1).
1) The mortar 32 injected into the square mold 41 is flattened with the iron 44 in accordance with the mark 43, and the mortar surface plate 36 is set (FIG. 12).

【0004】[0004]

【発明が解決しようとする課題】この四角形型枠41は
小さく、それが木製なので軽く、墨打ち作業中にズレ動
き易い。このため、四角形型枠41の回りに土砂や砂利
を被せたり、モルタルを打ち込む等して地盤34に仮止
めしてから、その四角形型枠内41にモルタル32を打
設しなくてはならなくなる。
The rectangular formwork 41 is small and light, since it is made of wood, and easily shifts during the blacking operation. For this reason, it is necessary to place earth and sand or gravel around the rectangular form 41, temporarily fix the ground 34 by driving mortar, or the like, and then drive the mortar 32 into the inside 41 of the rectangular form 41. .

【0005】そして何よりも、貫板39の内面への墨打
ちは、腰をかがめ、型枠内41を覗き込んで行わなけれ
ばならないので、作業がし難く、手間がかかり、モルタ
ル定盤の天端37を正確に位置決めし難い。また、型枠
内に注入したモルタルやノロが付着して目印43が見え
難くなり、型枠内でのモルタルもコテ押さえし難く、そ
こに打設されたモルタル定盤の天端37に凹凸(不陸)
が出来易い。
[0005] Above all, since the inking of the inner surface of the through plate 39 must be performed by bending down and looking into the inside 41 of the formwork, it is difficult to perform the work, it takes much time, and the top of the mortar surface plate is required. It is difficult to position the end 37 accurately. Further, the mortar or slag injected into the mold forms and the mark 43 becomes difficult to see, and the mortar in the mold is difficult to hold down with an iron. Irregular)
Is easy to do.

【0006】[0006]

【発明の目的】そこで本発明は、地盤34に載設して固
定するのに手間取らず、天端37の位置決めが素早く行
うことが出来、天端37を所定のレベルに正確に合わせ
て、モルタル定盤36を効率的に打設し得る型枠38を
得ることを目的とする。
SUMMARY OF THE INVENTION Therefore, according to the present invention, it is possible to quickly position the top end 37 without troublesome mounting and fixing it on the ground 34, and to accurately adjust the top end 37 to a predetermined level. An object of the present invention is to obtain a formwork 38 on which a mortar base 36 can be efficiently cast.

【0007】[0007]

【課題を解決するための手段】本発明に係る土建工事定
盤打設用墨出し型枠は、(a) 円形断面形状の外枠
と、その外枠の内径よりも外径が小さい円形断面形状の
内枠と、その内枠の周縁に戴承される台座に支持された
レベル測定用桿とから成り、(b) 外枠の内周面か
ら、その円形断面における中心に向けて3個の突起が突
出し、(c) 外枠の外周面から、その円形断面におけ
る中心に逆向きに3個のアームが突出し、且つ、(d)
外枠の片側の周縁からは3本の脚材が鼎状に平行に突
出しており、また、(e) 内枠の外周面からも、その
円形断面における中心に逆向きに3個のアームが突出
し、(f) 外枠と内枠の各円形断面における中心の回
りの、外枠の3個の突起と3個のアームおよび3本の脚
材、並びに、内枠の3個のアームの各隣合う個の突起
間、アーム間および脚材間の中心角(α、βおよび
α′、β′)が180度未満で90度よりも大きく(9
0°<α、β、α′、β′<180°)、(g) 内枠
の中心からアームの先端までの距離が、外枠の外周の半
径よりも大きく、(h) 内枠の隣合うアーム間の中心
角(α′・β′・γ′)が、外枠の隣合うアーム間の中
心角(α・β・γ)に等しく、(i) 内枠の3個の各
アームにはネジが螺着されていて鼎状に平行に突出して
おり、(j) 外枠の上記3個の突起の中の少なくとも
1個の突起が、外枠の外周面から内周面に向けて貫通し
たネジ孔に螺着された押しネジになっていることを第1
の特徴とする。
Means for Solving the Problems A blackout formwork for placing a civil engineering work surface plate according to the present invention comprises: (a) an outer frame having a circular cross-sectional shape, and a circular cross-section having an outer diameter smaller than the inner diameter of the outer frame. It comprises an inner frame of a shape and a level measuring rod supported on a pedestal mounted on the periphery of the inner frame. (B) Three pieces from the inner peripheral surface of the outer frame toward the center of the circular cross section. (C) three arms project from the outer peripheral surface of the outer frame in the opposite direction to the center of the circular cross section, and (d)
Three leg members protrude in parallel from the outer edge of one side of the outer frame, and (e) three arms also extend from the outer peripheral surface of the inner frame in the opposite direction to the center of the circular cross section. (F) three projections and three arms and three legs of the outer frame and three arms of the inner frame around the center of each circular cross-section of the outer frame and the inner frame; The central angles (α, β and α ′, β ′) between adjacent projections, between arms and between legs are less than 180 degrees and greater than 90 degrees (9
0 ° <α, β, α ′, β ′ <180 °), (g) the distance from the center of the inner frame to the tip of the arm is larger than the radius of the outer periphery of the outer frame, and (h) the distance from the inner frame The central angle (α ′, β ′, γ ′) between the matching arms is equal to the central angle (α, β, γ) between the adjacent arms of the outer frame, and (i) the three arms of the inner frame Are screwed and project in parallel in a three-dimensional manner. (J) At least one of the three projections on the outer frame is oriented from the outer peripheral surface to the inner peripheral surface of the outer frame. The first is that the push screw is screwed into the penetrated screw hole.
The feature of.

【0008】本発明に係る型枠の第2の特徴は、上記第
1の特徴に加えて、内枠の上記3個の各アームから突出
しているネジの下端を外枠の上記3個のアームに当て
て、内枠が外枠に戴承されており、内枠の下側周縁から
内枠のアームまでの距離(高さ)が、外枠の上側周縁か
ら上記突起までの距離(高さ)よりも大きく、内枠が外
枠の当該3本の突起の間に嵌合しており、それら3本の
突起の先端が内枠の外周面を押圧し、それら3本の突起
によって内枠が外枠に係止されていることにある。
A second feature of the mold according to the present invention is that, in addition to the first feature, the lower ends of the screws protruding from the three arms of the inner frame are fixed to the three arms of the outer frame. The distance (height) from the lower edge of the inner frame to the arm of the inner frame is determined by the distance (height) from the upper edge of the outer frame to the protrusion. ), The inner frame is fitted between the three projections of the outer frame, and the tips of the three projections press the outer peripheral surface of the inner frame, and the three projections cause the inner frame to be fitted. Is locked to the outer frame.

【0009】本発明に係る型枠の第3の特徴は、上記第
2の特徴に加えて、外枠のアームに内面が半球形状を成
す窪みが付けられており、その窪みに内枠の上記ネジの
下端が嵌まり込んでいることにある。
A third feature of the formwork according to the present invention is that, in addition to the above-mentioned second feature, the arm of the outer frame is provided with a recess whose inner surface forms a hemispherical shape. That is, the lower end of the screw is fitted.

【0010】本発明に係る型枠の第4の特徴は、上記第
2および第3の何れかの特徴に加えて、内枠の上側周縁
の内径(A)が下側周縁の内径(B)よりも小さく、内
枠の内周面が錐形状になっていることにある。内枠は、
円筒形の外面材と、その外面材の開口に内嵌する内面材
によって構成し、内面材の上側周縁の内径Aが下側周縁
の内径Bよりも小さく、内周面を錐形状にし、内面材の
外周面が外面材の開口に密着するようにするとよい。外
枠と内枠の各円形断面における中心回りの、外枠の上記
3個の突起と3個のアームおよび3本の脚材、並びに、
内枠の上記3個のアームの各隣合う突起間、アーム間お
よび脚材間・の中心角(α、β、γおよびα′、β′、
γ′)は120度にするとよい。
A fourth feature of the mold according to the present invention is that, in addition to any one of the second and third features, the inner diameter (A) of the upper peripheral edge of the inner frame is the inner diameter (B) of the lower peripheral edge. And the inner peripheral surface of the inner frame has a conical shape. The inner frame is
A cylindrical outer surface material and an inner surface material fitted inside an opening of the outer surface material, wherein an inner diameter A of an upper peripheral edge of the inner surface material is smaller than an inner diameter B of a lower peripheral edge, and the inner peripheral surface is formed into a conical shape; It is preferable that the outer peripheral surface of the material is in close contact with the opening of the outer surface material. The three projections, three arms and three legs of the outer frame around the center of each circular cross section of the outer frame and the inner frame, and
The central angles (α, β, γ and α ′, β ′, between the adjacent projections, between the arms and between the legs of the three arms of the inner frame.
γ ′) may be set to 120 degrees.

【0011】本発明に係る型枠の第5の特徴は、上記第
1、第2、第3、第4、第5および第6の何れかの特徴
に加えて、台座が平板な定盤によって構成され、その台
座に垂直にレベル測定用桿が支持されており、台座に気
泡管が付設されていることにある。外枠の上記3個の突
起は、外枠の外周面から内周面に向けて貫通したネジ孔
に螺着された蝶ネジによって構成し、内枠の上記アーム
に螺着されるネジには蝶ネジを使用するとよい。
A fifth feature of the formwork according to the present invention is that, in addition to any of the first, second, third, fourth, fifth and sixth features, a platen having a flat base is provided. The level measuring rod is vertically supported on the pedestal, and a bubble tube is attached to the pedestal. The three projections of the outer frame are formed by thumb screws screwed into screw holes penetrating from the outer peripheral surface of the outer frame toward the inner peripheral surface. Use thumbscrews.

【0012】[0012]

【発明の実施の形態】図1〜図7に図示する土建工事定
盤打設用墨出し型枠38は、円形断面形状の外枠11
と、その外枠11の内径よりも外径が小さい円形断面形
状の内枠12と、その内枠12の周縁13に戴承される
台座14に支持されたレベル測定用桿15とによって構
成されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A black-out formwork 38 for laying an earthwork surface table shown in FIGS. 1 to 7 is an outer frame 11 having a circular cross-sectional shape.
And an inner frame 12 having a circular cross-sectional shape whose outer diameter is smaller than the inner diameter of the outer frame 11, and a level measuring rod 15 supported on a pedestal 14 mounted on a peripheral edge 13 of the inner frame 12. ing.

【0013】台座14は平板な定盤によって構成され、
その台座14に垂直にレベル測定用桿15が支持されて
おり、台座14に気泡管31が付設されている。
The pedestal 14 is constituted by a flat surface plate.
A level measuring rod 15 is supported vertically on the pedestal 14, and a bubble tube 31 is attached to the pedestal 14.

【0014】外枠11と内枠12には、丸鋼管(パイ
プ)が輪切りにして使用されている。その外枠11に
は、内枠12よりも太い丸鋼管が使用されている。即
ち、これらの丸鋼管は、長さを太さよりも十分に短く、
平板に輪切りにして使用され、外枠11は、内枠12よ
りも短くなっている。そのように、型枠38の設置に際
の位置ズレをなくすうえでは、外枠11や内枠12を鋼
管などによって構成するとよい。尚、本発明において、
外枠11と内枠12の「長さ」は、土建工事定盤打設用
墨出し型枠38を地盤34の上に載設して使用する際の
「高さ」を意味し、また、外枠11と内枠12を鋼管を
輪切りにした平板な部材と見るときは外枠11と内枠1
2の「厚さ」を意味する。
For the outer frame 11 and the inner frame 12, round steel pipes are used. For the outer frame 11, a round steel pipe thicker than the inner frame 12 is used. That is, these round steel pipes, the length is sufficiently shorter than the thickness,
The outer frame 11 is shorter than the inner frame 12. Thus, in order to eliminate the displacement at the time of installing the formwork 38, the outer frame 11 and the inner frame 12 may be formed of a steel pipe or the like. In the present invention,
“Length” of the outer frame 11 and the inner frame 12 means “height” when the blackout formwork 38 for placing the earthwork on the earthwork is placed on the ground 34 and used. When the outer frame 11 and the inner frame 12 are viewed as a flat member formed by cutting a steel pipe into a circle, the outer frame 11 and the inner frame 1 are used.
2 means "thickness".

【0015】外枠11の内周面からは、その円形断面に
おける中心33に向けて3個の突起16が突出してい
る。これら3個の突起16は、蝶ネジによって構成さ
れ、外枠11の外周面から内周面に向けて貫通したネジ
孔に螺着されている。外枠11の外周面からは、その円
形断面における中心33に逆向きに3個のアーム17が
突出し、且つ、外枠11の片側の周縁からは3本の脚材
18が鼎状に平行に突出している。
Three projections 16 project from the inner peripheral surface of the outer frame 11 toward the center 33 of the circular cross section. These three projections 16 are formed by thumb screws, and are screwed into screw holes penetrating from the outer peripheral surface of the outer frame 11 toward the inner peripheral surface. Three arms 17 protrude from the outer peripheral surface of the outer frame 11 in the opposite direction to the center 33 in the circular cross section, and three leg members 18 are parallel to each other from one side of the outer frame 11. It is protruding.

【0016】また、内枠12の外周面からは、その円形
断面における中心33′に逆向きに3個のアーム19が
突出している。これら3個の各アーム19には蝶ネジ2
0が螺着されており、それらの蝶ネジ20はアーム19
から鼎状に平行に突出している。内枠12の円形断面に
おける中心33′からアーム19の先端までの距離は、
外枠11の外周の半径よりも長くなっている。
From the outer peripheral surface of the inner frame 12, three arms 19 project in opposite directions to the center 33 'in the circular cross section. Each of these three arms 19 has a thumbscrew 2
0 are screwed on and their thumbscrews 20 are
And project in parallel in a three-dimensional form. The distance from the center 33 ′ in the circular cross section of the inner frame 12 to the tip of the arm 19 is
It is longer than the outer radius of the outer frame 11.

【0017】外枠11の中心33の回りの3個の蝶ネジ
16と3個のアーム17および3本の脚材18の各隣合
う突起間16・16、アーム間17・17および脚材間
18・18の中心角(α、β、γ)は120度になって
いる。また、内枠12の中心33′の回りの3個のアー
ム19と3本の蝶ネジ20の各隣合うアーム間19・1
9と蝶ネジ間20・20の中心角(α′、β′、γ′)
は120度になっている。内枠12の下側周縁23から
アーム19までの距離(高さ)は、外枠11の上側周縁
21から蝶ネジ16までの距離(高さ)よりも大きくな
っている。
The three thumbscrews 16 and the three arms 17 and the three leg members 18 around the center 33 of the outer frame 11 are located between adjacent projections 16 and 16, between the arms 17 and 17, and between the leg members. The central angles (α, β, γ) of 18.18 are 120 degrees. Also, between the adjacent arms 19. 1 of the three arms 19 and the three thumb screws 20 around the center 33 ′ of the inner frame 12.
9 and center angle between 20 and 20 between the thumb screws (α ', β', γ ')
Is 120 degrees. The distance (height) from the lower peripheral edge 23 of the inner frame 12 to the arm 19 is larger than the distance (height) from the upper peripheral edge 21 of the outer frame 11 to the thumbscrew 16.

【0018】このため、土建工事定盤打設用墨出し型枠
38は、内枠12の3個の各アーム19から突出してい
る蝶ネジ20の下端を、外枠11の3個のアーム17に
当てて、内枠12を外枠11に載設すると、内枠12は
外枠11の3本の蝶ネジ16の間に嵌合し、それら3本
の蝶ネジ16を締め、その先端を内枠12の外周面を押
圧すると、それら3本の蝶ネジ16によって内枠12は
外枠11に係止される。
For this reason, the blackout formwork 38 for placing the earthwork on the surface plate of the earthwork is provided with the lower ends of the thumb screws 20 protruding from the three arms 19 of the inner frame 12 and the three arms 17 of the outer frame 11. When the inner frame 12 is placed on the outer frame 11, the inner frame 12 is fitted between the three thumb screws 16 of the outer frame 11, and the three thumb screws 16 are tightened. When the outer peripheral surface of the inner frame 12 is pressed, the inner frame 12 is locked to the outer frame 11 by the three thumb screws 16.

【0019】外枠11のアーム17には、内面24が半
球形状を成す窪み22が付けられている。外枠11の中
心33の回りの3個の蝶ネジ16と3個のアーム17お
よび3本の脚材18の各隣合う突起間16・16、アー
ム間17・17および脚材間18・18の中心角(α、
β、γ)は120度になっており、また、内枠12の中
心33′の回りの3個のアーム19と3本の蝶ネジ20
の各隣合うアーム間19・19と蝶ネジ間20・20の
中心角(α′、β′、γ′)も120度になっているの
で、内枠12を外枠11に載設すると、その窪み22に
内枠12の蝶ネジ20の下端が嵌まり込む。
The arm 17 of the outer frame 11 is provided with a depression 22 whose inner surface 24 has a hemispherical shape. Three thumbscrews 16 and three arms 17 around the center 33 of the outer frame 11 and between adjacent projections 16 and 16 of the three legs 18, between arms 17 and 17 and between legs 18 and 18. Central angle (α,
β, γ) is 120 degrees, and three arms 19 and three thumb screws 20 around the center 33 ′ of the inner frame 12.
Since the central angles (α ′, β ′, γ ′) between the adjacent arms 19, 19 and the thumb screws 20, 20 are also 120 degrees, when the inner frame 12 is mounted on the outer frame 11, The lower end of the thumbscrew 20 of the inner frame 12 fits into the recess 22.

【0020】このように、内枠12は、それを外枠11
に内嵌させ、外枠11で支持し、その内枠12の開口2
9の中にモルタル32を打設して使用される。その際、
内枠12の上側周縁13を外枠11の上側周縁21より
も高く突出し、その外枠11に内嵌している内枠12の
下側部分を、外枠11から突き出ている蝶ネジ16で締
め付けて内枠12が外枠11に固定され、そのように外
枠11は、その内嵌する内枠12を蝶ネジ16で係止し
て支えるための部材であるから、外枠11の上側周縁2
1から蝶ネジ16までの距離(高さ)は、内枠12の下
側周縁23からアーム19までの距離(高さ)よりも短
くすればよく、外枠11を格別の内枠12よりも長く
(高く)する必要はない。
Thus, the inner frame 12 is connected to the outer frame 11
And is supported by the outer frame 11, and the opening 2 of the inner frame 12 is
The mortar 32 is cast into the 9 and used. that time,
The upper peripheral edge 13 of the inner frame 12 protrudes higher than the upper peripheral edge 21 of the outer frame 11, and the lower part of the inner frame 12 fitted inside the outer frame 11 is fixed by a thumbscrew 16 protruding from the outer frame 11. The inner frame 12 is fixed to the outer frame 11 by being tightened, and the outer frame 11 is a member for locking and supporting the inner frame 12 to be fitted therein with the thumb screw 16. Rim 2
The distance (height) from 1 to the thumbscrew 16 may be shorter than the distance (height) from the lower peripheral edge 23 of the inner frame 12 to the arm 19, and the outer frame 11 is made smaller than the special inner frame 12. It doesn't need to be long (high).

【0021】外枠11は3本の脚材18によって地盤に
支えられて安定し、内枠12は3本のネジ20によって
外枠11に支えられて安定し、しかも、窪み22に内枠
12の蝶ネジ20の下端が嵌まり込んでいるので、その
内枠12の中にモルタル32を打設する過程で内枠12
のずれが予防される。
The outer frame 11 is supported on the ground by three leg members 18 and is stabilized. The inner frame 12 is supported by the outer frame 11 by three screws 20 and is stable. The lower end of the thumbscrew 20 is fitted into the inner frame 12 during the process of placing the mortar 32 into the inner frame 12.
Misalignment is prevented.

【0022】円周方向に並んだ外枠11の3個の蝶ネジ
16と3個のアーム17および3本の脚材18、およ
び、内枠12の3個のアーム19と3本の蝶ネジ20
は、それぞれその隣合う2個が1組となって3個の中心
角(α、β、γおよびα′、β′、γ′)を形成し、そ
れらの各3個の中心角(α、β、γおよびα′、β′、
γ′)の合計は360度となる。
The three thumb screws 16 and three arms 17 and three leg members 18 of the outer frame 11 and the three arms 19 and three thumb screws of the inner frame 12 are arranged in the circumferential direction. 20
Form a set of three central angles (α, β, γ and α ′, β ′, γ ′), each of which has two adjacent angles, each of which has three central angles (α, β, γ and α ', β',
γ ′) is 360 degrees.

【0023】本発明において、外枠11と内枠12の各
円形断面における中心33・33′の回りの、外枠11
の3個の突起(蝶ネジ)16と3個のアーム17および
3本の脚材18、並びに、内枠12の3個のアーム19
に関し、それらの各隣合う2個の突起(蝶ネジ)間16
・16、アーム間17・17と19・19、および、脚
材間18・18の中心角(α、βおよびα′、β′)が
180度未満で90度よりも大きい(90°<α、β、
α′、β′<180°)とは、それら2個の中心角(α
・βおよびα′・β′)をそれぞれ90度〜180度に
することを意味する。その場合、他の残りの各1個の中
心角(γとγ′)は180度未満になり、それにはその
中心角(γとγ′)が90度以下になる場合も含まれ
る。
In the present invention, the outer frame 11 around the center 33, 33 'in each circular cross section of the outer frame 11 and the inner frame 12 is provided.
(Thumb screws) 16, three arms 17 and three legs 18, and three arms 19 of the inner frame 12.
Between their two adjacent projections (thumb screws)
16, the central angles (α, β and α ′, β ′) of the arms 17 and 17 and 19 and 19 and the legs 18 and 18 are less than 180 degrees and larger than 90 degrees (90 ° <α). , Β,
α ′, β ′ <180 ° mean the central angles (α
.Beta. And .alpha. '.. beta.') In the range of 90 degrees to 180 degrees, respectively. In that case, the central angles (γ and γ ′) of each of the other remaining ones are less than 180 degrees, including the case where the central angles (γ and γ ′) are 90 degrees or less.

【0024】ところで円形断面形状を成す外枠11およ
び内枠12の重心は、その円形断面形状の中心(33・
33′)に位置する。一方、その円形断面形状の円周に
おかれた3個の蝶ネジやアーム等(16〜19)の各間
に出来る3個の中心角(α、β、γとα′、β′、
γ′)が、90°<α、βおよびα′・β′<180
°、且つ、0<γおよびγ′<180°であれば、その
円形断面形状の中心(33・33′)は、それらの3個
の蝶ネジやアーム等(16〜19)それぞれ3個の先端
を結んで出来る三角形に囲まれる内部に位置することに
なり、同時に、外枠11および内枠12の重心もその三
角形の内部に位置することになる。従って、3個の中の
1個の中心角(γとγ′)が零(0°)に等しい程に小
さくても、それが零(0°)でなければ(γとγ′>
0)、それらの3個の蝶ネジやアーム等(16〜19)
によって、外枠11と内枠12が鼎状に安定して支えら
れることになる。
By the way, the center of gravity of the outer frame 11 and the inner frame 12 having a circular cross section is located at the center (33 円 形) of the circular cross section.
33 '). On the other hand, three central angles (α, β, γ and α ′, β ′, 3) formed between each of the three thumbscrews, arms, etc. (16 to 19) placed on the circumference of the circular cross-sectional shape.
γ ′) is 90 ° <α, β and α ′ · β ′ <180
° and 0 <γ and γ ′ <180 °, the center (33 · 33 ′) of the circular cross-sectional shape is the three thumbscrews, arms, etc. (16-19) and three The center of gravity of the outer frame 11 and the inner frame 12 will be located inside the triangle at the same time. Therefore, even if the central angle (γ and γ ′) of one of the three is as small as zero (0 °), if it is not zero (0 °) (γ and γ ′>
0), those three thumbscrews, arms, etc. (16-19)
As a result, the outer frame 11 and the inner frame 12 are stably supported in a three-dimensional manner.

【0025】しかし、それら3個の蝶ネジやアーム等
(16〜19)は、それら3個の中心角(α、β、γお
よびα′、β′、γ′)がそれぞれ120度であれば、
それら3個の蝶ネジやアーム等(16〜19)の位置関
係が多少変動したとしても、外枠11および内枠12の
重心が、それら3個の蝶ネジやアーム等の成す三角形の
外側に移動することはなく、それら外枠11と内枠12
は最も安定して支えられることになる。それ故に、外枠
11の中心33の回りの3個の蝶ネジ16と3個のアー
ム17および3本の脚材18の各隣合う突起間16・1
6、アーム間17・17および脚材間18・18の中心
角(α、β、γ)と、内枠12の中心33′の回りの3
個のアーム19と3本の蝶ネジ20の各隣合うアーム間
19・19と蝶ネジ間20・20の中心角(α′、
β′、γ′)を、それぞれ120度にすることが本発明
の好ましい実施態様となる。
However, these three thumbscrews, arms and the like (16 to 19) have a central angle (α, β, γ and α ′, β ′, γ ′) of 120 degrees, respectively. ,
Even if the positional relationship between the three thumbscrews and arms (16 to 19) slightly fluctuates, the center of gravity of the outer frame 11 and the inner frame 12 is positioned outside the triangle formed by the three thumbscrews and arms. The outer frame 11 and the inner frame 12 do not move.
Will be supported most stably. Therefore, three thumbscrews 16 and three arms 17 around the center 33 of the outer frame 11 and each adjacent protrusion 16.
6, the central angles (α, β, γ) of the arms 17 and 17 and the legs 18 and 18 and 3 around the center 33 ′ of the inner frame 12.
The central angle (α ', between the adjacent arms 19 and 19 of the three arms 19 and the three thumb screws 20 and the interval between the thumb screws 20 and 20
β ′ and γ ′) are each set to 120 degrees, which is a preferred embodiment of the present invention.

【0026】脚材18は、それを靴裏等で地盤34に差
し込んで外枠11を固定し、蝶ネジ16は、それを内枠
12の外周面を三方から締め付けて外枠11と内枠12
を一体化するものである。蝶ネジ16は、そのように内
枠12を外枠11に固定するものであり、3個の突起1
6の中の1個を蝶ネジにすれば十分である。しかし、脚
材18を地盤34に差し込む際に、外枠11と共に内枠
12の重心がズレ移動しても、突起16の突出長を変え
て内枠12の重心を元の位置に戻し易くするには、全て
の突起16を蝶ネジにし、外枠11の開口26の中で内
枠11の位置を三方から調整し得るようにすることが望
ましい。
The leg member 18 is inserted into the ground 34 with a shoe sole or the like to fix the outer frame 11, and the thumb screw 16 is tightened on the outer peripheral surface of the inner frame 12 from three sides, thereby fixing the outer frame 11 and the inner frame. 12
Are integrated. The thumbscrew 16 fixes the inner frame 12 to the outer frame 11 in such a manner, and the three projections 1
It is sufficient if one of the six is a thumbscrew. However, even when the center of gravity of the inner frame 12 shifts together with the outer frame 11 when the leg member 18 is inserted into the ground 34, the protrusion length of the projection 16 is changed to easily return the center of gravity of the inner frame 12 to the original position. It is desirable that all the projections 16 be thumb screws so that the position of the inner frame 11 in the opening 26 of the outer frame 11 can be adjusted from three directions.

【0027】外枠11のアーム17に内面24が半球形
状を成す窪み22を設けるのは、内枠12を蝶ネジ16
によって固定せずに、外枠11のアーム17に蝶ネジ2
0を当てて内枠12を外枠11に載せただけでも、内枠
12がズレ移動しないようにするためである。そのよう
に外枠11のアーム17に半球形状の窪み22を設ける
と、外枠11がアーム17が傾斜している時でも、蝶ネ
ジ20が窪み22に嵌まり込み、そのの中心35を通っ
て直立し、その3本の蝶ネジ20を回して内枠12の上
側周縁13を水平にすることが出来、従って、地盤34
が傾斜している場合に好都合になる。
The reason why the arm 22 of the outer frame 11 is provided with the recess 22 whose inner surface 24 has a hemispherical shape is that the inner frame 12 is
Without fixing it with the thumbscrew 2 on the arm 17 of the outer frame 11.
This is to prevent the inner frame 12 from shifting even if the inner frame 12 is simply placed on the outer frame 11 with zero. When the arm 17 of the outer frame 11 is provided with the hemispherical recess 22 in this manner, even when the arm 17 of the outer frame 11 is inclined, the thumb screw 20 fits into the recess 22 and passes through the center 35 of the recess. Upright and its three thumbscrews 20 can be turned to level the upper perimeter 13 of the inner frame 12 and thus the ground 34
This is advantageous when is inclined.

【0028】蝶ネジ20は、そのように内枠12の上側
周縁13を水平に揃えると共に、アーム19から突き出
ている長さを加減して内枠12の上側周縁13のレベル
(高さ)を所定のレベルに揃えるためのものである。こ
のレベルと水平の調整は、内枠12の上に載設したレベ
ル測定用桿15に付けられた目盛と台座14の上に載せ
た気泡管(水準器)を見ながら行われる。
The thumbscrew 20 adjusts the level (height) of the upper peripheral edge 13 of the inner frame 12 by aligning the upper peripheral edge 13 of the inner frame 12 horizontally and adjusting the length protruding from the arm 19. This is for adjusting to a predetermined level. This level and horizontal adjustment is performed while looking at the scale attached to the level measuring rod 15 mounted on the inner frame 12 and the bubble tube (level) mounted on the pedestal 14.

【0029】モルタル32は、このようにしてレベルと
水平を揃えた内枠12の開口29に投入し、その天端3
7は内枠12の上側周縁13に合わされ、その時生じた
余剰のモルタルは内枠12の上側周縁13から掻き取ら
れ、その余剰のモルタルを掻き取るとき、モルタル定盤
36の天端37が平らに均される。
The mortar 32 is put into the opening 29 of the inner frame 12 whose level and level are aligned in this way, and the top 3
7 is fitted to the upper peripheral edge 13 of the inner frame 12, and the excess mortar generated at that time is scraped off from the upper peripheral edge 13 of the inner frame 12, and when the excess mortar is scraped, the top end 37 of the mortar surface plate 36 is flattened. Averaged.

【0030】モルタル32の固化後、型枠38は取り除
かれるが、モルタル32に密着することになる内枠12
は、その上側周縁13の内径(A)を下側周縁23の内
径(B)よりも小さくし、内枠12の内周面25を錐形
状にしておくと、固化して出来上がったモルタル定盤3
6から内枠12を外し易くなる。そのためには、内枠1
2に円錐形鋼管(パイプ)を使用すれとよいのである
が、1本の円錐形鋼管からは所定の内径(A)の内枠1
2を1個しか得られず、円錐形鋼管の他の部分を内枠1
2に使用することが出来ず、材料の無駄使いになる。
After the mortar 32 is solidified, the mold 38 is removed, but the inner frame 12 that comes into close contact with the mortar 32 is removed.
When the inner diameter (A) of the upper peripheral edge 13 is made smaller than the inner diameter (B) of the lower peripheral edge 23 and the inner peripheral surface 25 of the inner frame 12 is formed into a conical shape, the mortar surface plate solidified and completed. 3
6 makes it easier to remove the inner frame 12. For that, inner frame 1
It is good to use a conical steel pipe (pipe) for 2; however, from one conical steel pipe, an inner frame 1 having a predetermined inner diameter (A) can be obtained.
2 can be obtained, and the other part of the conical steel pipe is
2 cannot be used, resulting in wasted material.

【0031】この点で、内周面25が錐形状になった内
枠12は、上側周縁13の内径Aが下側周縁23の内径
Bよりも小さく、内周面25が錐形状を成す内面材28
と、その内面材28が密着して嵌合する円筒形の外面材
27とによって構成することとし、その内面材28を、
プラスチック板の折曲加工やプラスチック射出成形、特
に、発泡スチロール等の発泡プラスチックによる発泡成
形によって製造することが推奨される。
At this point, the inner frame 12 in which the inner peripheral surface 25 has a conical shape has the inner diameter A of the upper peripheral edge 13 smaller than the inner diameter B of the lower peripheral edge 23, and the inner peripheral surface 25 has a conical inner surface. Lumber 28
And the cylindrical outer surface member 27 to which the inner surface member 28 is fitted in close contact, and the inner surface member 28 is
It is recommended to manufacture by bending a plastic plate or plastic injection molding, especially foam molding using a foamed plastic such as styrene foam.

【0032】[0032]

【発明の効果】上記の通り本発明(請求項1)による
と、地盤34に設置した外枠11に載設した内枠12の
上側周縁13を、レベル測定用桿15と気泡管31を見
ながら蝶ネジ20によって水平にし所定のレベルに揃
え、その開口29にモルタル32を投入し、その余剰の
モルタルを内枠12の上側周縁13から掻き取るだけ
で、天端37が水平に均され、所定のレベルに揃えられ
たモルタル定盤36が形成される。
As described above, according to the present invention (claim 1), the upper peripheral edge 13 of the inner frame 12 mounted on the outer frame 11 installed on the ground 34 is viewed from the level measuring rod 15 and the bubble tube 31. While leveling with the thumbscrew 20 and aligning it to a predetermined level, mortar 32 is thrown into the opening 29, and the excess mortar is simply scraped off from the upper peripheral edge 13 of the inner frame 12, so that the top 37 is leveled, A mortar surface plate 36 adjusted to a predetermined level is formed.

【0033】従って、モルタル定盤36を打設するにあ
たり、型枠38でレベル測定治具を動かしながらレベル
の目印を付けたり、墨打ちをして天端の位置決めをする
必要はなく、その際付けた目印がモルタルやノロによっ
て見え難くなると言う不都合はなくなり、モルタルのコ
テ押さえもし易く、モルタル定盤の天端37が凹凸(不
陸)になることもなくなる。
Therefore, in placing the mortar platen 36, it is not necessary to mark the level while moving the level measuring jig with the formwork 38 or to position the top by black ink. The inconvenience that the mark attached becomes difficult to see due to the mortar or the slag is eliminated, the iron of the mortar is easily pressed, and the top end 37 of the mortar surface plate does not become uneven (uneven).

【0034】そして、外枠11は、その脚材18を地盤
34に叩き込んで固定することが出来、型枠38を地盤
34に固定するために、型枠38の回りに土砂や砂利を
被せたり、モルタルを打ち込む等して仮止めする必要も
なくなる。
The outer frame 11 can be fixed by striking the leg material 18 into the ground 34. In order to fix the form 38 to the ground 34, the outer frame 11 is covered with dirt or gravel around the form 38. It is no longer necessary to temporarily fix the mortar, for example.

【0035】また、型枠38が、方向性のない丸い外枠
11と内枠12に成るので、その上に構築される土建構
造物の配置方向を、型枠38の設置の仕方によって見間
違えると言うこともなくなる。このように本発明に係る
型枠38は、地盤34に載設して固定するのに手間取ら
ず、天端37の位置決めが素早く行うことが出来、天端
37を所定のレベルに正確に合わせて、モルタル定盤3
6を効率的に打設するうえで頗る好都合である。
Further, since the formwork 38 is composed of the round outer frame 11 and the inner formwork 12 having no directivity, the arrangement direction of the civil construction structure to be constructed thereon is mistaken depending on how the formwork 38 is installed. There is no need to say. As described above, the formwork 38 according to the present invention can quickly position the top end 37 without troublesome mounting and fixing on the ground 34, and accurately adjust the top end 37 to a predetermined level. And mortar surface plate 3
This is very convenient for placing 6 efficiently.

【0036】本発明(請求項2)によると、内枠12の
下側周縁23からアーム19までの距離(高さ)が、外
枠11の上側周縁21から突起(蝶ネジ)16までの距
離(高さ)よりも大きくなっているので、内枠12を外
枠11に嵌め込めば、内枠12は3本の突起(蝶ネジ)
16の間に嵌合しており、その蝶ネジ16を回せば内枠
12が外枠11に係止され、外枠11と内枠12とによ
る型枠38が組み立て易くなる。
According to the present invention (claim 2), the distance (height) from the lower peripheral edge 23 of the inner frame 12 to the arm 19 is the distance from the upper peripheral edge 21 of the outer frame 11 to the projection (thumb screw) 16. (Height), the inner frame 12 is fitted into the outer frame 11 so that the inner frame 12 has three protrusions (thumb screws).
When the thumb screw 16 is turned, the inner frame 12 is locked to the outer frame 11, and the mold frame 38 including the outer frame 11 and the inner frame 12 is easily assembled.

【0037】本発明(請求項3)によると、外枠11の
アーム17に内面24が半球形状を成す窪み22が付け
られており、内枠12の蝶ネジ20がその窪み22に嵌
まり込むので、蝶ネジ16を回さなくても内枠12が外
枠11に係止され、外枠11と内枠12とで型枠38が
組み立て易く、傾斜した地盤34の上でも型枠38の位
置決めやレベルや水平が調整し易くなる。
According to the present invention (claim 3), the arm 17 of the outer frame 11 is provided with the recess 22 whose inner surface 24 has a hemispherical shape, and the thumbscrew 20 of the inner frame 12 fits into the recess 22. Therefore, the inner frame 12 is locked to the outer frame 11 without turning the thumbscrew 16, so that the outer frame 11 and the inner frame 12 can easily assemble the form 38, and the form 38 can be mounted on the inclined ground 34. Positioning, level, and level can be easily adjusted.

【0038】本発明(請求項4)によると、内枠12の
上側周縁13の内径(A)が下側周縁23の内径(B)
よりも小さく、内枠12の内周面25が錐形状になって
いるので、固化したモルタル定盤36から内枠12が脱
型し易くなる。その内枠12が、円筒形の外面材27
と、その外面材27の開口26に内嵌する内面材28に
よって構成され、その内面材28の内周面25を錐形状
にし、それをプラスチック板の折曲加工やプラスチック
射出成形によって形成すると、固化したモルタル定盤3
6から内枠12が脱型し易い型枠38を経済的に得るこ
とが出来る。又、外枠11と内枠12の各円形断面にお
ける中心33・33′の回りの、外枠11の3個の突起
16と3個のアーム17および3本の脚材18、並び
に、内枠12の3個のアーム19の各隣合う突起間16
・16、アーム間17・17および19・19および脚
材間18・18の中心角α、β、γおよびα′、β′、
γ′を120度にしておくと外枠11や内枠12が三方
から均等に支えられて安定し、型枠38も組み立てやす
くなる。
According to the present invention (claim 4), the inner diameter (A) of the upper peripheral edge 13 of the inner frame 12 is equal to the inner diameter (B) of the lower peripheral edge 23.
And the inner peripheral surface 25 of the inner frame 12 has a conical shape, so that the inner frame 12 is easily released from the solidified mortar surface plate 36. The inner frame 12 has a cylindrical outer surface material 27.
When the inner peripheral surface 25 of the inner peripheral member 28 is formed into a conical shape and formed by bending a plastic plate or plastic injection molding, Solidified mortar surface plate 3
From 6, it is possible to economically obtain a mold 38 from which the inner frame 12 can be easily removed. In addition, three projections 16 and three arms 17 and three leg members 18 of the outer frame 11 around the centers 33 and 33 'in each circular cross section of the outer frame 11 and the inner frame 12, and the inner frame Between the adjacent protrusions 16 of the 12 three arms 19
16, the central angles α, β, γ and α ', β' of the arms 17.17 and 19.19 between the arms and the 18.18 between the legs.
When γ ′ is set to 120 degrees, the outer frame 11 and the inner frame 12 are evenly supported from three directions and are stable, and the mold 38 can be easily assembled.

【0039】本発明(請求項5)によると、台座14が
平板な定盤によって構成されているので内枠12に載設
し易く、その台座14に垂直にレベル測定用桿15が支
持されており、台座14に気泡管31が付設されている
ので、型枠38の位置決めやレベルや水平が調整し易く
なる。そして、外枠11の3個の突起16が外枠11の
外周面から内周面に向けて貫通したネジ孔に螺着された
蝶ネジで構成すると、突起16の長さが加減し易く、そ
の突起16の長さを調整して、内枠12の位置決めがし
易く、また、内枠12のアーム19に螺着されたネジ2
0が蝶ネジなので回しやすく、それを回してアーム17
とアーム19の間隔を変え、内枠12のレベルや水平の
調整がし易くなる。
According to the present invention (claim 5), since the pedestal 14 is formed of a flat surface plate, it can be easily mounted on the inner frame 12, and the level measuring rod 15 is supported vertically on the pedestal 14. In addition, since the bubble tube 31 is attached to the pedestal 14, the positioning of the formwork 38, the level and the horizontality can be easily adjusted. When the three projections 16 of the outer frame 11 are formed by thumb screws screwed into screw holes penetrating from the outer peripheral surface of the outer frame 11 toward the inner peripheral surface, the length of the projections 16 is easily adjusted. By adjusting the length of the projection 16, the positioning of the inner frame 12 is facilitated, and the screw 2 screwed to the arm 19 of the inner frame 12 is used.
Since 0 is a thumbscrew, it is easy to turn.
By changing the distance between the arm and the arm 19, the level and the level of the inner frame 12 can be easily adjusted.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明に係る型枠の組立手順を示す斜視図であ
る。
FIG. 1 is a perspective view showing a procedure for assembling a mold according to the present invention.

【図2】本発明に係る型枠の斜視図である。FIG. 2 is a perspective view of a mold according to the present invention.

【図3】本発明に係る型枠の斜視図である。FIG. 3 is a perspective view of a mold according to the present invention.

【図4】本発明に係る型枠の断面図である。FIG. 4 is a sectional view of a mold according to the present invention.

【図5】本発明に係る型枠の斜視図である。FIG. 5 is a perspective view of a mold according to the present invention.

【図6】本発明に係る型枠の要部断面図である。FIG. 6 is a cross-sectional view of a main part of the mold according to the present invention.

【図7】本発明に係る型枠の断面図である。FIG. 7 is a sectional view of a mold according to the present invention.

【図8】本発明に係る内枠の組立手順を示す斜視図であ
る。
FIG. 8 is a perspective view showing a procedure for assembling the inner frame according to the present invention.

【図9】本発明に係る型枠の断面図である。FIG. 9 is a sectional view of a mold according to the present invention.

【図10】本発明に係るモルタル定盤の断面図である。FIG. 10 is a sectional view of a mortar surface plate according to the present invention.

【図11】従来の型枠の斜視図である。FIG. 11 is a perspective view of a conventional mold.

【図12】従来の型枠の斜視図である。FIG. 12 is a perspective view of a conventional mold.

【符号の説明】[Explanation of symbols]

11 外枠 12 内枠 13 内枠の上側周縁 14 台座 15 レベル測定用桿 16 突起(蝶ネジ) 17 外枠のアーム 18 脚材 19 内枠のアーム 20 内枠のネジ(蝶ネジ) 21 外枠の上側周縁 22 窪み 23 内枠の下側周縁 24 窪みの内面 25 内枠の内周面 26 外枠の開口 27 外面材 28 内面材 29 内枠の開口 30 内面材の外周面 31 気泡管 32 モルタル 33 中心 34 地盤 35 窪みの中心 36 モルタル定盤 37 天端 38 型枠 39 貫板 40 モルタル打設スペース 41 四角形型枠 42 レベル測定治具 43 目印 44 コテ Reference Signs List 11 outer frame 12 inner frame 13 upper peripheral edge of inner frame 14 pedestal 15 level measuring rod 16 protrusion (thumb screw) 17 arm of outer frame 18 leg material 19 arm of inner frame 20 screw of inner frame (thumb screw) 21 outer frame Upper rim 22 dent 23 lower rim of inner frame 24 inner surface of dent 25 inner surface of inner frame 26 outer frame opening 27 outer surface material 28 inner surface material 29 inner frame opening 30 outer surface of inner surface material 31 bubble tube 32 mortar 33 Center 34 Ground 35 Center of dent 36 Mortar surface plate 37 Top end 38 Formwork 39 Penetrating plate 40 Mortar installation space 41 Square formwork 42 Level measurement jig 43 Mark 44 Iron

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】(a) 円形断面形状の外枠(11)と、
その外枠(11)の内径よりも外径が小さい円形断面形
状の内枠(12)と、その内枠(12)の周縁(13)
に戴承される台座(14)に支持されたレベル測定用桿
(15)とから成り、(b) 外枠(11)の内周面か
ら、その円形断面における中心(33)に向けて3個の
突起(16)が突出し、(c) 外枠(11)の外周面
から、その中心(33)に逆向きに3個のアーム(1
7)が突出し、且つ(d) 外枠(11)の片側の周縁
からは3本の脚材(18)が鼎状に平行に突出してお
り、また、(e) 内枠(12)の外周面から、その円
形断面における中心(33′)に逆向きに3個のアーム
(19)が突出し、(f) 外枠(11)の中心(3
3)の回りの3個の突起(16)と3個のアーム(1
7)および3本の脚材(18)の各隣合う2個の突起間
(16・16)、アーム間(17・17)および脚材間
(18・18)の中心角(α、β)が180度未満で9
0度よりも大きく(90°<α、β<180°)、ま
た、(g) 内枠(12)の中心(33′)の回りの3
個のアーム(19)の隣合う2個のアーム間(19・1
9)の中心角(α′、β′)が180度未満で90度よ
りも大きく(90°<α′、β′<180°)、(h)
内枠(12)の中心(33′)からアーム(19)の
先端までの距離が、外枠(11)の外周の半径よりも大
きく、(i) 内枠(12)の隣合う2組のアーム間
(19・19)の中心角(α′、β′)が、外枠(1
1)の隣合う2組のアーム間(17・17)の中心角
(α、β)に等しく、(j) 内枠(12)の3個の各
アーム(19)にはネジ(20)が螺着されていてアー
ム(19)から鼎状に平行に突出しており、(k) 外
枠(11)の上記3個の突起(16)の中の少なくとも
1個の突起(16)が、外枠(11)の外周面から内周
面に向けて貫通したネジ孔に螺着された押しネジになっ
ていることを特徴とする土建工事定盤打設用墨出し型
枠。
(A) an outer frame (11) having a circular cross-sectional shape;
An inner frame (12) having a circular cross-sectional shape having an outer diameter smaller than the inner diameter of the outer frame (11), and a peripheral edge (13) of the inner frame (12).
(B) from the inner peripheral surface of the outer frame (11) to the center (33) in the circular cross section of the outer frame (11). (C) Three arms (1) are protruded from the outer peripheral surface of the outer frame (11) to the center (33) in the opposite direction.
7) protrudes, and (d) three leg members (18) protrude in parallel from the periphery of one side of the outer frame (11), and (e) the outer periphery of the inner frame (12). From the surface, three arms (19) protrude in the opposite direction to the center (33 ') of the circular section, and (f) the center (3) of the outer frame (11).
3) Three protrusions (16) around the three arms (1
7) and central angles (α, β) between two adjacent projections (16, 16), between arms (17, 17), and between legs (18, 18) of three leg members (18). Is less than 180 degrees and 9
Greater than 0 degrees (90 ° <α, β <180 °) and (g) 3 around the center (33 ') of the inner frame (12).
Arm (19) between two adjacent arms (19.1)
9) the central angles (α ′, β ′) are less than 180 degrees and greater than 90 degrees (90 ° <α ′, β ′ <180 °); (h)
The distance from the center (33 ') of the inner frame (12) to the tip of the arm (19) is larger than the radius of the outer periphery of the outer frame (11), and (i) two adjacent sets of the inner frame (12) The center angle (α ′, β ′) between the arms (19, 19) is equal to the outer frame (1).
1) The central angle (α, β) between two pairs of adjacent arms (17, 17) is equal to (α, β), and (j) a screw (20) is attached to each of the three arms (19) of the inner frame (12). (K) at least one projection (16) of the three projections (16) of the outer frame (11) is outside of the arm (19); A blackout formwork for laying a surface plate for civil engineering work, comprising a set screw screwed into a screw hole penetrating from an outer peripheral surface to an inner peripheral surface of the frame (11).
【請求項2】 前掲請求項1に記載の内枠(12)が、
その3個の各アーム(19)から突出しているネジ(2
0)の下端を、外枠(11)の3個のアーム(17)に
当てて外枠(11)に戴承されており、内枠(12)の
下側周縁(23)からアーム(19)までの距離(高
さ)が、外枠(11)の上側周縁(21)から突起(1
6)までの距離(高さ)よりも大きく、内枠(12)が
外枠(11)の3本の突起(16)の間に嵌合してお
り、それら3本の突起(16)の先端が内枠(12)の
外周面を押圧し、それら3本の突起(16)によって内
枠(12)が外枠(11)に係止されていることを特徴
とする土建工事定盤打設用墨出し型枠。
2. The inner frame (12) according to claim 1, wherein
Screws (2) protruding from each of the three arms (19)
The lower end of (0) is applied to the outer frame (11) by contacting the three arms (17) of the outer frame (11). ) From the upper peripheral edge (21) of the outer frame (11).
6), the inner frame (12) is fitted between the three projections (16) of the outer frame (11), and the three projections (16) A tip for pressing against the outer peripheral surface of the inner frame (12), and the inner frame (12) is locked to the outer frame (11) by the three projections (16). Ink marking formwork.
【請求項3】 前掲請求項2に記載の外枠(11)のア
ーム(17)に内面(24)が半球形状を成す窪み(2
2)が付けられており、その窪み(22)に内枠(1
2)のネジ(20)の下端が嵌まり込んでいることを特
徴とする土建工事定盤打設用墨出し型枠。
3. An indentation (2) whose inner surface (24) has a hemispherical shape in the arm (17) of the outer frame (11) according to claim 2.
2), and the inner frame (1) is provided in the recess (22).
2) A blackout formwork for laying a surface plate for civil engineering work, wherein a lower end of the screw (20) is fitted.
【請求項4】 前掲請求項2に記載の内枠(12)の上
側周縁(13)の内径(A)が下側周縁(23)の内径
(B)よりも小さく、内枠(12)の内周面(25)が
錐形状になっていることを特徴とする土建工事定盤打設
用墨出し型枠。
4. The inner frame (12) according to claim 2, wherein an inner diameter (A) of an upper peripheral edge (13) of the inner frame (12) is smaller than an inner diameter (B) of a lower peripheral edge (23). An ink-marking formwork for laying a surface plate for civil engineering work, wherein the inner peripheral surface (25) has a conical shape.
【請求項5】 前掲請求項1に記載の台座(14)が平
板な定盤によって構成され、その台座(14)に垂直に
レベル測定用桿(15)が支持されており、台座(1
4)に気泡管(31)が付設されていることを特徴とす
る土建工事定盤打設用墨出し型枠。
5. The pedestal (14) according to claim 1, wherein the pedestal (14) is formed of a flat platen, and a level measuring rod (15) is supported perpendicular to the pedestal (14).
4) An ink-out formwork for laying a surface plate for civil engineering work, characterized in that a bubble tube (31) is attached to 4).
JP20926596A 1996-07-19 1996-07-19 Marking form for casting civil construction ruler table Pending JPH1037209A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20926596A JPH1037209A (en) 1996-07-19 1996-07-19 Marking form for casting civil construction ruler table

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20926596A JPH1037209A (en) 1996-07-19 1996-07-19 Marking form for casting civil construction ruler table

Publications (1)

Publication Number Publication Date
JPH1037209A true JPH1037209A (en) 1998-02-10

Family

ID=16570092

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20926596A Pending JPH1037209A (en) 1996-07-19 1996-07-19 Marking form for casting civil construction ruler table

Country Status (1)

Country Link
JP (1) JPH1037209A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009191485A (en) * 2008-02-13 2009-08-27 Hitachi Plant Technologies Ltd Packer formation tool and packer formation method
JP2017145623A (en) * 2016-02-17 2017-08-24 株式会社サンエイ工務店 Arrangement adjustment frame and independent foundation construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009191485A (en) * 2008-02-13 2009-08-27 Hitachi Plant Technologies Ltd Packer formation tool and packer formation method
JP2017145623A (en) * 2016-02-17 2017-08-24 株式会社サンエイ工務店 Arrangement adjustment frame and independent foundation construction method

Similar Documents

Publication Publication Date Title
US3333380A (en) Adjustable leveling implement for finishing cast concrete layers
US4038801A (en) Device for connecting parts on walls and ceilings
US4319405A (en) Leveling instrument
JPH1037209A (en) Marking form for casting civil construction ruler table
JP4272589B2 (en) Support device for surveying instrument
JP5296397B2 (en) Foundation structure of concrete foundation
JPH10266567A (en) Placing method and device of concrete
JP2904611B2 (en) Vertical holding jig for precast concrete foundation
JP2779547B2 (en) Anchor bolt support device
JPH0712435Y2 (en) Anchor bolt support jig
KR102170676B1 (en) Control point for surveying
JP3121472B2 (en) Anchor bolt support structure
JPS5813849B2 (en) surveying protractor
JPS5831042Y2 (en) Support metal fittings for level etc.
JP2001226981A (en) Surveying gauge for individual footing form, and method for setting the same
JPH0547767Y2 (en)
JP2896115B2 (en) Girder erection method and bearing part construction method used for it
JPS6145741B2 (en)
JPH0728309Y2 (en) Concrete top point
JP2003082852A (en) Form holding fixture
JPS6332843Y2 (en)
JP2789392B2 (en) Fixing jig for anchor bolt construction
JP3887514B2 (en) Construction method of underfloor ventilation structure
JP3862612B2 (en) Inclined road marking device
JP3958872B2 (en) Manhole receiving frame fixing device