JPS625476Y2 - - Google Patents

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Publication number
JPS625476Y2
JPS625476Y2 JP1979062127U JP6212779U JPS625476Y2 JP S625476 Y2 JPS625476 Y2 JP S625476Y2 JP 1979062127 U JP1979062127 U JP 1979062127U JP 6212779 U JP6212779 U JP 6212779U JP S625476 Y2 JPS625476 Y2 JP S625476Y2
Authority
JP
Japan
Prior art keywords
flat strip
opposed
formworks
portions
formwork
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.)
Expired
Application number
JP1979062127U
Other languages
Japanese (ja)
Other versions
JPS55163385U (en
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 filed Critical
Priority to JP1979062127U priority Critical patent/JPS625476Y2/ja
Publication of JPS55163385U publication Critical patent/JPS55163385U/ja
Application granted granted Critical
Publication of JPS625476Y2 publication Critical patent/JPS625476Y2/ja
Expired legal-status Critical Current

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Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

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  • Sewage (AREA)

Description

【考案の詳細な説明】 本考案は、側溝側壁作成用の対設型枠をその下
端においてその対設方向で位置規制するための位
置決め具の改良に関し、その目的は、コストダウ
ンを指向して扁平帯板材を素材として構成するも
のでありながら、(イ)所期の位置規制作用を確実に
発揮できるとともに、(ロ)引張り、圧縮、曲げ等の
外力に対する大なる耐応強度を発現でき、更に(ハ)
予め作成されている側溝底壁に対する作成側溝側
壁の結合強度を十分に確保することができ、それ
でいて(ニ)前記対設型枠の外側方向への圧力を確実
に受け止めるとともにその型枠底部の外側端部の
浮き上りを防止でき、そしてこれら(イ)〜(ニ)の機能
を発揮させるための構造をもたせるのに、非常に
簡単な加工のみで済ませることができる位置決め
恐を提供せんとする点に存する。
[Detailed description of the invention] The present invention relates to the improvement of a positioning tool for regulating the position of opposing formwork for creating sidewalls of gutters at its lower end in the direction in which it is installed, and its purpose is to reduce costs. Although it is constructed from flat strip material, (a) it can reliably exert the desired position regulating action, and (b) it can exhibit great resistance to external forces such as tension, compression, and bending. Furthermore (c)
It is possible to sufficiently secure the bonding strength of the prepared side gutter side wall to the pre-prepared gutter bottom wall, and (d) to reliably absorb the pressure in the outward direction of the opposed formwork, and to secure the outer side of the formwork bottom. The aim is to provide a positioning mechanism that can prevent the edges from lifting up and that requires only very simple machining to have a structure that allows these functions (a) to (d) to be performed. exists in

以下先ず、本考案の実施態様を図面に基づいて
説明する。
First, embodiments of the present invention will be described below based on the drawings.

第1図は、側溝側壁作成作業の状態を概略的に
示し、土壌を掘削して形成した溝mの底部に側溝
底壁となるコンクリートC1が予め打設されてお
り、その上に適当間隔隔てて型枠位置決め具A,
Aを載置し、その上に夫々側溝側壁作成用の型枠
8,8……を対設状態で組付けてある。尚、9は
対設型枠8,8を索引支持するセパレータ、10
……はターンバツクル付きのタイである。
Figure 1 schematically shows the state of the gutter side wall creation work. Concrete C 1, which will become the gutter bottom wall, has been placed in advance at the bottom of the gutter m formed by excavating the soil, and concrete C 1 is placed on top of it at appropriate intervals. Separate formwork positioning tool A,
A is placed thereon, and formworks 8, 8, . In addition, 9 is a separator that indexably supports the opposed formworks 8, 8, and 10
...is a tie with a turnbuckle.

そして、前記位置決め具Aは、第2図〜第4図
に示すように、鋼製又か鉄製の扁平帯板材を素材
とし、この長手方向両端近くに前記対設型枠8,
8の下端部巾に相当する扁平帯板部1,1を残し
た状態で、この扁平帯板材の板巾方向両側部分を
上方に折曲げ立設することにより、対設型枠8,
8の下端位置をその対設方向で位置規制する位置
決め部2,2を長手方向中間部に、又、対設方向
とは反対方向で位置規制する位置決め部3,3,
3,3を長手方向両端部に夫々構成し、かつ前記
両扁平帯板部1,1間に亘る底板部分4にはほぼ
その全長に亘つてコンクリート通過用の貫通孔5
を形成するとともに両扁平帯板部1,1には釘1
1を挿通するための孔6,6を形成してある。
尚、3a,3a……は対設型枠8,8の下端突出
板部8a,8aを係合して型枠8,8の浮上がり
を阻止するための切欠き溝、7,7は扁平帯板部
1,1と底板部分4との境界位置にミシン目状に
凹入形成した折切り線である。
As shown in FIGS. 2 to 4, the positioning tool A is made of a flat strip material made of steel or iron, and the opposed formwork 8,
By bending both sides of the flat strip material in the width direction upwardly and standing it upright while leaving the flat strip portions 1, 1 corresponding to the lower end width of 8, the opposite formwork 8,
Positioning parts 2, 2 for regulating the position of the lower end of 8 in the opposite direction thereof, and positioning parts 3, 3, for regulating the position in the opposite direction to the opposite direction.
3, 3 at both ends in the longitudinal direction, and a through hole 5 for passage of concrete is provided in the bottom plate part 4 extending between the two flat strip parts 1, 1 over almost its entire length.
, and nails 1 are attached to both flat strip parts 1, 1.
Holes 6, 6 for inserting 1 are formed.
In addition, 3a, 3a... are notched grooves for engaging the lower end protruding plate portions 8a, 8a of the opposing formworks 8, 8 to prevent the formworks 8, 8 from rising, and 7, 7 are flat grooves. This is a folding line formed in the form of a perforation at the boundary between the band plate parts 1, 1 and the bottom plate part 4.

前記位置決め部2,2,3,3……を扁平帯板
材から折曲げ立設したことが、この帯板材を素材
とする位置決め具Aを補強する作用を兼用すると
ともに、位置決め具Aの平面視における占有左右
巾aを比較例として第5図に示すもとの扁平帯板
材の左右巾a′よりも相当程度小さくすることとな
つている。又、底板部分4に貫通孔5を形成して
あるので、比較例として第6図に示すようにこの
ような孔を形成せずに位置決め部2,2を立上げ
ただけのものに比し、先に打設されていたコンク
リートC1とあとから対設型枠8,8間に打設し
たコンクリートC2との実質的な結合可能面積を
拡大することができる。更に、この貫通孔5の形
成にも拘わらず、前記の位置決め部2,2の折曲
げ立設が補強効果を兼ねているので、強度低下の
問題はさほど生じないのである。
The fact that the positioning parts 2, 2, 3, 3... are bent and erected from the flat strip material not only serves to reinforce the positioning tool A made of the strip material, but also improves the positioning tool A in plan view. As a comparative example, the occupied horizontal width a is made to be considerably smaller than the horizontal width a' of the original flat strip material shown in FIG. In addition, since the through hole 5 is formed in the bottom plate portion 4, as shown in FIG. , it is possible to expand the area in which the concrete C 1 that was placed first and the concrete C 2 that was placed later between the opposed formworks 8 and 8 can be combined. Furthermore, despite the formation of the through hole 5, the bending and standing arrangement of the positioning portions 2, 2 also serves as a reinforcing effect, so that the problem of strength reduction does not occur so much.

以上要するに、本考案による側溝側壁作成用型
枠の位置決め具は扁平帯板材の長手方向両端近く
に側溝側壁作成用対設型枠8,8の下端部巾に相
当する扁平帯板部1,1を残した状態で、この扁
平帯板材の板巾方向両側部分を上方に折曲げて立
設して、前記対設型枠8,8の下端位置をその対
設方向で位置規制する内側の位置決め部2,2を
構成し、前記扁平帯板部1,1の更に外側方に所
定長さ延出されて位置する部分の板巾方向両側部
分3,3をもそれぞれ上方に向けて折曲げ立設し
て前記対設型枠8,8の下端位置をその対設方向
とは反対方向で位置規制する外側位置決め部3,
3に構成し、かつこれら外側位置決め部3,3に
前記対設型枠8,8の下端突出板部8a,8aが
係合する切欠き溝3a,3aを設けてあることを
特徴とするもので、次の如き作用効果を奏するに
至つた。
In summary, the positioning tool for the formwork for making gutter sidewalls according to the present invention is provided with flat strip parts 1, 1 corresponding to the width of the lower end of the opposite formworks 8, 8 for making gutter sidewalls near both ends in the longitudinal direction of the flat strip material. , the both sides of the flat strip material in the board width direction are bent upward and erected, and the inner positioning is performed to regulate the position of the lower end of the opposed formworks 8, 8 in the opposed direction. The portions 3, 3 on both sides in the width direction of the flat strip portions 1, 1, which constitute the flat strip portions 1, 1 and extend a predetermined length further outward, are also bent upward, respectively. an outer positioning part 3 for positionally regulating the lower end position of the opposed formworks 8, 8 in a direction opposite to the direction in which they are opposed;
3, and characterized in that these outer positioning parts 3, 3 are provided with cutout grooves 3a, 3a in which the lower end protruding plate parts 8a, 8a of the opposed formworks 8, 8 engage. As a result, the following effects were achieved.

即ち、前記対設型枠8を挟んで内外に上方に向
けて折曲げ立設した位置決め部2,2を設けたこ
とによつて、対設型枠8の内側への移動を確実に
阻止でき、かつ、内側間隔を所定間隔に容易に保
持できるものであるのみならず、コンクリート打
設時の外側への移動をも確実に規制できる。
That is, by providing the positioning parts 2, 2 which are bent upwardly inwardly and outwardly with the opposed formwork 8 in between, the inward movement of the opposed formwork 8 can be reliably prevented. Moreover, not only can the inner spacing be easily maintained at a predetermined spacing, but also movement to the outside during concrete pouring can be reliably regulated.

そして、コンクリート打設時の外側方向への大
きな圧力を、型枠内外方向に巾をもつて前記外側
位置決め部3,3によつて強力に受け止めること
ができる利点がある。即ち、前記打設コンクリー
ト圧は、前記外側位置決め部3の折曲げ方向と直
交する方向で受け止められるので、前記位置決め
部3が容易に逃げることなく確実な受け止め作用
が得られる。
Further, there is an advantage that the large outward pressure during concrete pouring can be strongly absorbed by the outer positioning portions 3, 3, which have widths in the outward and outward directions of the formwork. That is, since the poured concrete pressure is received in a direction perpendicular to the bending direction of the outer positioning part 3, a reliable receiving action can be obtained without the positioning part 3 easily escaping.

また、前記外側位置決め部3,3に設けられた
切欠き溝3a,3aをして前記型枠8の底部外端
の浮き上りを防止でき、この型枠8の内側への倒
れ込みを確実に阻止できる利点がある。
Furthermore, the cutout grooves 3a, 3a provided in the outer positioning parts 3, 3 can prevent the bottom outer end of the formwork 8 from lifting up, and reliably prevent the formwork 8 from falling inward. There are advantages that can be achieved.

このように、扁平帯板材の簡単な折曲げ加工で
顕著な作用効果を発揮することができ、以つて正
確なコンクリート打設を行なうことができる利点
がある。
As described above, a simple bending process of the flat strip material can produce remarkable effects, and there is an advantage that accurate concrete placement can be performed.

更にまた、内側位置決め部並びに外側位置決め
部をそれぞれ共に二つ相対向する姿勢として形成
してあるので型枠の内外方向への位置規制が極め
て安定し、また、扁平帯板部間の底板部分にコン
クリート通過用の貫通孔を形成してあるので、こ
の貫通孔を通して打設コンクリートが該位置決め
具の下面側に位置する地面と直接接触し、位置決
め具の安定化を図り得るとともに、折切り線の形
成によつて、型枠の解体後には型枠の下方に位置
した扁平帯板部を折切り線に沿つてその基端部分
から容易に折取り除去することができるという効
果をも同時に期待することができるに至つたので
ある。
Furthermore, since both the inner positioning part and the outer positioning part are formed so as to face each other, the positioning of the formwork in the outward and outward directions is extremely stable. Since a through hole is formed for the concrete to pass through, the poured concrete comes into direct contact with the ground located on the underside of the positioning tool through this through hole, making it possible to stabilize the positioning tool and also to prevent the break line from breaking. Due to this formation, we also expect the effect that after the formwork is dismantled, the flat band plate located below the formwork can be easily broken off and removed from its base end along the break line. I was able to do this.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本考案に係る側溝側壁作成用型枠の位置
決め具の実施の態様を例示し、第1図は型枠組付
け状態の正面図、第2図はその要部拡大縦断正面
図、第3図は位置決め具の平面図、第4図は縦断
側面図である。尚、第5図、第6図は比較例の縦
断側面図である。 1……扁平帯板部、2……位置決め部、4……
底板部分、5……貫通孔、8……型枠。
The drawings illustrate an embodiment of the positioning tool for a gutter side wall forming form according to the present invention, and Fig. 1 is a front view of the formwork assembled, Fig. 2 is an enlarged longitudinal sectional front view of the main part thereof, and Fig. 3 4 is a plan view of the positioning tool, and FIG. 4 is a longitudinal sectional side view. Incidentally, FIGS. 5 and 6 are longitudinal sectional side views of a comparative example. 1...Flat strip part, 2...Positioning part, 4...
Bottom plate part, 5... through hole, 8... formwork.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 扁平帯板材の長手方向両端近くに側溝側壁作成
用対設型枠8,8の下端部巾に相当する扁平帯板
部1,1を残した状態で、この扁平帯板材の板巾
方向両側部分を上方に折曲げ立設して前記対設型
枠8,8の下端位置をその対設方向とは反対方向
で位置規制する相対向する二つの外側位置決め部
3,3を形成し、前記扁平帯板部1,1の更に外
側方に所定長さ延出されて位置する部分をも板材
の長手方向に沿つた姿勢に上方に向けて折曲げ立
設して前記対設型枠8,8の下端位置をその対設
方向とは反対方向で位置規制する相対向する二つ
の外側位置決め部3,3を形成し、かつこれら外
側位置決め部3,3の起立基端側部分に前記対設
型枠8,8の下端突出板部8a,8aが係合する
切欠き溝3a,3aを設け、更に前記扁平帯板部
1,1間の底板部分4にコンクリート通過用の貫
通孔5を形成するとともに、該扁平帯板部1,1
と底板部分4との境界位置に折取用の折切り線
7,7を形成してある側溝側壁作成用型枠の位置
決め具。
With flat strip parts 1, 1 corresponding to the lower end widths of the opposite formworks 8, 8 for making gutter side walls left near both ends in the longitudinal direction of the flat strip material, both sides in the width direction of the flat strip material are left. are bent upward and erected to form two opposing outer positioning parts 3, 3 that regulate the lower end positions of the opposed formworks 8, 8 in a direction opposite to the direction in which they are opposed, and The portions of the band plate portions 1, 1 that extend further outward by a predetermined length are also bent upwardly in a posture along the longitudinal direction of the plate material to form the opposed formworks 8, 8. Two opposing outer positioning parts 3, 3 are formed for positionally regulating the lower end position of the outer positioning parts 3, 3 in a direction opposite to the direction in which they are opposed, and the above-mentioned opposing type Cutout grooves 3a, 3a are provided in which the lower end protruding plate portions 8a, 8a of the frames 8, 8 engage, and a through hole 5 for passage of concrete is further formed in the bottom plate portion 4 between the flat strip plate portions 1, 1. In addition, the flat strip portions 1, 1
A positioning tool for a formwork for making a gutter side wall, in which breaking lines 7, 7 for breaking are formed at the boundary position between the bottom plate part 4 and the bottom plate part 4.
JP1979062127U 1979-05-09 1979-05-09 Expired JPS625476Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1979062127U JPS625476Y2 (en) 1979-05-09 1979-05-09

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1979062127U JPS625476Y2 (en) 1979-05-09 1979-05-09

Publications (2)

Publication Number Publication Date
JPS55163385U JPS55163385U (en) 1980-11-22
JPS625476Y2 true JPS625476Y2 (en) 1987-02-07

Family

ID=29296117

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1979062127U Expired JPS625476Y2 (en) 1979-05-09 1979-05-09

Country Status (1)

Country Link
JP (1) JPS625476Y2 (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5223832B2 (en) * 1974-06-18 1977-06-27
JPS52108624A (en) * 1976-03-09 1977-09-12 Okubo Katsuaki Foundation constructing method and pannel fixture
JPS534659U (en) * 1976-06-29 1978-01-17
JPS5315622B2 (en) * 1972-11-29 1978-05-26

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5246673Y2 (en) * 1973-10-19 1977-10-24
JPS5419072Y2 (en) * 1975-08-06 1979-07-16
JPS5510507Y2 (en) * 1976-07-21 1980-03-07

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5315622B2 (en) * 1972-11-29 1978-05-26
JPS5223832B2 (en) * 1974-06-18 1977-06-27
JPS52108624A (en) * 1976-03-09 1977-09-12 Okubo Katsuaki Foundation constructing method and pannel fixture
JPS534659U (en) * 1976-06-29 1978-01-17

Also Published As

Publication number Publication date
JPS55163385U (en) 1980-11-22

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