JPS61172902A - Joint frame clamp jig - Google Patents
Joint frame clamp jigInfo
- Publication number
- JPS61172902A JPS61172902A JP1391485A JP1391485A JPS61172902A JP S61172902 A JPS61172902 A JP S61172902A JP 1391485 A JP1391485 A JP 1391485A JP 1391485 A JP1391485 A JP 1391485A JP S61172902 A JPS61172902 A JP S61172902A
- Authority
- JP
- Japan
- Prior art keywords
- joint frame
- formwork
- joint
- support
- concrete
- 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.)
- Granted
Links
- 238000009415 formwork Methods 0.000 claims description 29
- 238000010276 construction Methods 0.000 description 6
- 239000000463 material Substances 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000013459 approach Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012805 post-processing Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
- Road Repair (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は目地枠止具に係り、特にコンクリート施工目地
の目地枠止具に係る。DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a joint frame fastener, and particularly to a joint frame fastener for concrete construction joints.
従来、路面或いは地面のコンクリート舗装工において、
1日の舗設路りに施工目地が施される。Conventionally, in road or ground concrete paving work,
Construction joints will be placed on the paved road on the 1st.
この施工目地は施工端末部において路盤にビンを打ち込
んで目地板を固定している。この固定法として、パツキ
ンを介して目地板を固定していた。For this construction joint, the joint plate is fixed by driving a bottle into the roadbed at the construction end. As this fixing method, the joint plates were fixed through a seal.
上記方法においては次のような問題点があった。 The above method had the following problems.
(イ)路盤が硬い場合、或いは既設コンクリート盤上に
嵩土工事をする場合等は、ビンを打込むためにドリルで
穴を開けてビン打ちをするという手間がかかった。更に
止金具をセットするため、多(の労力と時間を要し、そ
の間、フィニッシャ−等の機械が止って遊んでいるとい
うロスがあった。(a) When the roadbed is hard or when bulk earth work is to be carried out on an existing concrete platform, it is time consuming to drill holes and drive the bottles. Furthermore, it takes a lot of effort and time to set the fasteners, and during this time there is a loss in that machines such as the finisher are stopped and idle.
(ロ)ビンを打っであるため、機械はビンの手前で止ら
なければならず、手作業によるコンクリート敷設が必要
で非能率的であり、ビン抜去等の後処理にも時間を要し
た。(b) Because the machine was pounding the bottles, the machine had to stop before the bottles, which required manual concrete laying, which was inefficient, and post-processing such as removing the bottles took time.
本発明は前記問題点を解決し、簡単な構成及び操作で短
時間で施工目地を設置することができ、1日当りの作業
量を増大することができる効果のある目地枠止具を提供
することを目的としているもので、具体的手段として、
目地枠支持体の両端部に型枠掛合体を対称状に付設し、
型枠掛合体は主体部上外部に掛合部を形成して該掛合部
を側型枠の壁体上部に掛合するよう構成したことを特徴
とする目地枠止具として構成した。The present invention solves the above-mentioned problems and provides a joint frame fastener that is effective in installing construction joints in a short time with a simple configuration and operation, and increasing the amount of work per day. The purpose is to
Attach formwork hooks symmetrically to both ends of the joint frame support,
The formwork hanging assembly is configured as a joint frame fastener characterized in that a hooking part is formed on the top and outside of the main body part, and the hooking part is configured to be hooked to the upper part of the wall of the side formwork.
上記構成の本発明によれば、目地材支持体の両端部に対
称状に型枠掛合体が付設されているので、この型枠掛合
体を両側のコンクリート型枠の上縁部に掛合するだけで
従来のようにピンを路盤に打込まなくても、目地板を目
地材支持体で固定させることができるほか、目地材支持
体が両側の型枠上縁よりわずかに突出するだけであるの
で、支持体の腕を目地部より後退させることによってフ
ィニッヤー等の機械は目地境界まで接近施工することが
できる。According to the present invention having the above configuration, the formwork hanging bodies are attached symmetrically to both ends of the joint material support, so that the formwork hanging bodies are simply hooked to the upper edges of the concrete formworks on both sides. In addition, the joint plate can be fixed with the joint material supports without driving pins into the roadbed as in the conventional method, and the joint material supports only protrude slightly from the upper edges of the formwork on both sides. By retracting the arm of the support from the joint, a machine such as a finisher can approach the joint boundary.
本発明を道路のセメントコンクリート舗装に利用した実
施例を図面に基づいて説明する。第1図は第1実施例を
示す平面図、第2図は正面図である。An embodiment in which the present invention is applied to cement concrete pavement of roads will be described based on the drawings. FIG. 1 is a plan view showing the first embodiment, and FIG. 2 is a front view.
目地枠止具1は目地枠支持体2の両端部に対称状に型枠
掛合体3.3′を付設一体に構成しである。The joint frame stopper 1 is constructed by integrally attaching formwork hooks 3, 3' to both ends of a joint frame support 2 in a symmetrical manner.
前記目地枠支持体2は方形管状に形成してあり長さは所
定路幅に合わせて配置する両側型枠5の幅に合わせであ
る。The joint frame support 2 is formed into a rectangular tubular shape, and its length is matched to the width of the formworks 5 on both sides arranged to match a predetermined path width.
前記型枠掛合体3.3′は、正面において垂直状の主体
部3aと、主体部3a上端部に水平に配設した掛合部3
bと該掛合部3bの外端部から下垂状に付設された外縁
部3cとから断回路り字形に形成されており、両型枠掛
合体3,3′は外縁部3c、3cを外方に配する態様を
もって主体部3a、3aを対面状として前記目地枠支持
体2の両端部に枢着しである。The formwork hanging body 3.3' has a main body part 3a which is vertical in the front, and a hanging part 3 which is horizontally disposed at the upper end of the main body part 3a.
b and an outer edge portion 3c attached downward from the outer end of the hooking portion 3b to form a broken circuit shape. Both formwork hooking bodies 3, 3' The main body parts 3a, 3a face each other and are pivoted to both ends of the joint frame support 2.
図面中、符号4は路盤、5は側型枠、6はレール支持台
、7はレールである。側型枠5は一般的に図示するよう
に、壁体5aと固定部5bとで断回路り字形に形成され
ていて、壁体5a、5aを対向状に両路側端に平行に配
設される。In the drawings, reference numeral 4 indicates a roadbed, 5 indicates a side formwork, 6 indicates a rail support, and 7 indicates a rail. As shown in the figure, the side formwork 5 is generally formed in a broken-circuit shape with a wall 5a and a fixed part 5b, and is arranged parallel to both roadside ends with the walls 5a facing each other. Ru.
目地枠止具1は両型枠掛合体3.3′の掛合部3b、3
b部分は前記側型枠5の壁体5a上端部に掛合させ、主
体部3aと外縁部3cとの間に壁体5aを挟む態様で架
設する。The joint frame stopper 1 is attached to the engaging portions 3b, 3 of both formwork hanging bodies 3.3'.
The portion b is engaged with the upper end portion of the wall 5a of the side formwork 5, and is constructed in such a manner that the wall 5a is sandwiched between the main body portion 3a and the outer edge portion 3c.
上記構成において、使用例を説明すれば次のとおりであ
る。In the above configuration, an example of use will be explained as follows.
第1図中、符号A部分がコンクリート打設途中ブロック
で、B部分が次期打設部分である。今、本日分のコンク
リート打設を終ろうとしているので施工目地を設定する
について、その施工部分に目地枠止具1をその掛合部3
b、3bを両側型枠5の壁体5a上に掛合する態様で横
架した。In FIG. 1, part A is a block where concrete is being poured, and part B is a block where concrete will be poured next. Now that we are about to finish today's concrete pouring, we will set the construction joints by attaching the joint frame stopper 1 to the engaging part 3.
b and 3b were hung horizontally on the walls 5a of the formwork 5 on both sides.
これによって、目地枠止具1はその主体部3aと外縁部
3cとで壁体5aを挟む形であるため、その摩擦力によ
って移動しない。特に、目地枠支持体2に力がかかれば
かかるほど摩擦抵抗が大となり、移動しない。As a result, since the joint frame stopper 1 is configured to sandwich the wall body 5a between its main portion 3a and outer edge portion 3c, it does not move due to the frictional force. In particular, the more force is applied to the joint frame support 2, the greater the frictional resistance, and it will not move.
しかして、打設途中ブロックAの路盤4上に下目地枠8
を目地枠支持体2に接して配設する。該下目地枠8の上
に上目地枠9を配置し、その両目地枠8,9間にスリッ
プバー10.10・・・を複数本、目地枠8・・・の長
手方向に所定間隔おきに配設する。However, the lower joint frame 8 was placed on the roadbed 4 of block A during pouring.
is arranged in contact with the joint frame support 2. An upper joint frame 9 is arranged on the lower joint frame 8, and a plurality of slip bars 10, 10... are placed between both joint frames 8 and 9 at predetermined intervals in the longitudinal direction of the joint frame 8... to be placed.
しかる後にセメントコンクリートを目地枠に近接して流
し込み、スリップパーlO・・・周辺を手作業的に敷均
して後、レール7上の表面仕上機械を移動させて平坦に
仕上げる。After that, cement concrete is poured in close proximity to the joint frame, and the surrounding area is manually leveled using slip par lO, and then the surface finishing machine on the rail 7 is moved to finish it flat.
これによって、目地枠8.9は目地枠止具1によって位
置が固定されて移動することはなく、目地枠止具1は単
に側型枠の壁体5aに掛合させるだけなので、構造が簡
単であり操作が極めて簡単であり、従来の方法に比して
多くの時間を有効に使用することができ、これによって
1日当りの作業量を増大することが期待できる。As a result, the joint frames 8.9 are fixed in position by the joint frame stops 1 and do not move, and the joint frame stops 1 are simply engaged with the walls 5a of the side forms, resulting in a simple structure. The operation is extremely simple, and more time can be used effectively than with conventional methods, which can be expected to increase the amount of work per day.
第4図は第2実施例を示す平面図である。この実施例は
目地枠支持体を伸縮自在とした点が異るだけで他は第1
実施例と同じ構成である。従って第1実施例と同じ部材
は同じ符号を用いである。FIG. 4 is a plan view showing the second embodiment. This embodiment differs only in that the joint frame support is expandable and retractable.
It has the same configuration as the embodiment. Therefore, the same members as in the first embodiment are designated by the same reference numerals.
目地枠支持体2は方形管状に形成してその長手中央で二
分割してあり、その分割対向間に中継体2aを配し、該
中継体2aは両目地枠支持体2.2゛の管孔2b、2b
’に摺動自在に内嵌しである。The joint frame support 2 is formed into a rectangular tubular shape and is divided into two parts at the longitudinal center, and a relay body 2a is arranged between the two opposing parts, and the relay body 2a is connected to the pipes of both joint frame supports 2.2''. Hole 2b, 2b
It is slidably fitted into the '.
図面中符号2dはピン孔である。Reference numeral 2d in the drawings indicates a pin hole.
上記構成の本実施例では、両側型枠5.5の対向間が異
なる場合でも、中継体2aを介して両側の目地枠支持体
2.2′を伸縮させることができるので、一つで多用に
供することができ、中継体2aと目地枠支持体2,2′
との各ビン孔2d。In this embodiment with the above configuration, even if the opposing distances of the formworks 5.5 on both sides are different, the joint frame supports 2.2' on both sides can be expanded and contracted via the relay body 2a, so one can be used for many purposes. The relay body 2a and the joint frame supports 2, 2'
Each bottle hole 2d with.
2dにピンを嵌装して固定し、また固定ネジ2eにより
固定することができる。It can be fixed by fitting a pin into 2d, or by a fixing screw 2e.
また第5図中符号2Cはスペーサでありこれは中継体2
aが目地枠支持体2の管孔2d内に嵌装されているため
細くなっている分を補充するための部材である。Further, the symbol 2C in FIG. 5 is a spacer, which is the relay body 2.
This is a member for replenishing the amount that has become thinner because it is fitted into the pipe hole 2d of the joint frame support 2.
なお、第4図において、図面中右方の目地枠支持体2′
を廃して、中継体2aの図面中布端部に型枠掛合体3を
付設する態様にすることもできる。In addition, in FIG. 4, the joint frame support 2' on the right side of the drawing
It is also possible to omit this and attach the formwork assembly 3 to the fabric end of the relay body 2a in the drawing.
第6図は第3実施例を示す平面図である。この実施例も
前記実施例と同じ部材は同じ符号を同いて説明する。FIG. 6 is a plan view showing the third embodiment. In this embodiment, the same members as those in the previous embodiment will be described using the same reference numerals.
目地枠支持体2,2′は方形管状に形成して、片方の管
孔2bに他方の小径支持体2′を摺動自在に嵌挿して、
その全体長を長短調節できるよう構成してあり、固定ネ
ジ2eによって固定する。The joint frame supports 2, 2' are formed into rectangular tube shapes, and the other small diameter support 2' is slidably inserted into one of the pipe holes 2b.
It is constructed so that its overall length can be adjusted, and is fixed with a fixing screw 2e.
しかして目地枠支持体2,2′の両端部にはアーム2f
、2fを介して型枠掛合体3,3を各々付設しである。Therefore, arms 2f are attached to both ends of the joint frame supports 2, 2'.
, 2f are attached to formwork hooking bodies 3, 3, respectively.
前記アーム2f、2fは目地枠支持体2,2′と直交状
に、かつ先端部は次期打設ブロックB方向に向けてあり
、型枠掛合体3.3はそのアーム2f、’lf先端外側
部に付設しである。The arms 2f, 2f are perpendicular to the joint frame supports 2, 2', and their tips are directed toward the next pouring block B, and the formwork hooking body 3.3 is located on the outside of the tips of the arms 2f, 'lf. It is attached to the department.
従って、型枠掛合体3.3は目地枠支持体2,2′から
遠ざかる態様であり、その結果としては、レール7.7
上を表面仕上機等の機械が目地枠支持体2上に跨る位置
にまで進行し、型枠掛合体3が邪魔にならず機械作業を
することができる。Therefore, the formwork hook 3.3 is in a manner that moves away from the joint frame supports 2, 2', as a result of which the rail 7.7
A machine such as a surface finisher advances to a position where it straddles the joint frame support 2, and mechanical work can be performed without the formwork hanging assembly 3 getting in the way.
本発明は上記構成に限定さこれるものではなく、適宜設
計変更することができる。例えば目地枠支持体2と型枠
掛合体3との間に斜交する補強アームを付設することが
できる。The present invention is not limited to the above configuration, and the design can be changed as appropriate. For example, a diagonal reinforcing arm may be provided between the joint frame support 2 and the formwork hanging assembly 3.
また、目地枠支持体2と型枠掛合体3とはネジ止め等に
より着脱自在にし、或いは軸着して旋回自在にすること
ができる。更にまた、支持体2の断面は方形管状のみで
はない。Further, the joint frame support 2 and the formwork hanging assembly 3 can be made detachable by screwing or the like, or can be rotatably attached by pivoting. Furthermore, the cross section of the support body 2 is not limited to a rectangular tubular shape.
本発明は上記のように構成したので、次のようなすぐれ
た効果がある。Since the present invention is configured as described above, it has the following excellent effects.
(イ)構造が極めて簡単であるから操作が簡単であり、
製作コストも安上りである。(b) The structure is extremely simple, so it is easy to operate.
The production cost is also low.
(II)型枠掛合体を両側型枠に掛合するだけなので、
取付作業時間は1人で短時分で完了し、従って従来数人
で長時間を要したので、差引の人件費ロスがなく、かつ
機械を遊ばせる時間が少なく、その分、1日当り相当量
の打設増をすることができる。(II) Just hang the formwork hanging body to the formwork on both sides,
The installation work can be completed in a short time by one person, which previously required several people for a long time, so there is no loss in labor costs, and there is less time to play with the machine, which means that a considerable amount of work can be done per day. It is possible to increase the number of pours.
図面は本発明に係り、第1図は目地枠止具の平面図、第
2図は正面図、第3図は第1図のA−A断面図、第4図
は第2実施例を示す平面図、第5図は第4図のB−B断
面図、第6図は第3実施例を示す平面図。The drawings relate to the present invention; FIG. 1 is a plan view of a joint frame stopper, FIG. 2 is a front view, FIG. 3 is a sectional view taken along line AA in FIG. 1, and FIG. 4 shows a second embodiment. FIG. 5 is a sectional view taken along line BB in FIG. 4, and FIG. 6 is a plan view showing the third embodiment.
Claims (1)
型枠掛合体は主体部上外部に掛合部を形成して該掛合部
を側型枠の壁体上部に掛合するよう構成したことを特徴
とする目地枠止具。Attach formwork hooks symmetrically to both ends of the joint frame support,
A joint frame fastener characterized in that the formwork hanging body is configured to form a hooking part on the top and outside of the main body part, and the hooking part is hooked to the upper part of the wall of the side formwork.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1391485A JPS61172902A (en) | 1985-01-28 | 1985-01-28 | Joint frame clamp jig |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1391485A JPS61172902A (en) | 1985-01-28 | 1985-01-28 | Joint frame clamp jig |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61172902A true JPS61172902A (en) | 1986-08-04 |
| JPH0253563B2 JPH0253563B2 (en) | 1990-11-19 |
Family
ID=11846433
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1391485A Granted JPS61172902A (en) | 1985-01-28 | 1985-01-28 | Joint frame clamp jig |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61172902A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0276264U (en) * | 1988-11-30 | 1990-06-12 |
-
1985
- 1985-01-28 JP JP1391485A patent/JPS61172902A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0253563B2 (en) | 1990-11-19 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |