JPH09165751A - Mold block formation mold unit - Google Patents
Mold block formation mold unitInfo
- Publication number
- JPH09165751A JPH09165751A JP34842395A JP34842395A JPH09165751A JP H09165751 A JPH09165751 A JP H09165751A JP 34842395 A JP34842395 A JP 34842395A JP 34842395 A JP34842395 A JP 34842395A JP H09165751 A JPH09165751 A JP H09165751A
- Authority
- JP
- Japan
- Prior art keywords
- haunch
- formwork
- mold
- net
- unit
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 230000015572 biosynthetic process Effects 0.000 title claims abstract description 4
- 238000009415 formwork Methods 0.000 claims description 62
- 238000000034 method Methods 0.000 claims description 11
- 230000003014 reinforcing effect Effects 0.000 description 8
- LFYJSSARVMHQJB-QIXNEVBVSA-N bakuchiol Chemical compound CC(C)=CCC[C@@](C)(C=C)\C=C\C1=CC=C(O)C=C1 LFYJSSARVMHQJB-QIXNEVBVSA-N 0.000 description 5
- 238000005260 corrosion Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 241001446467 Mama Species 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、法枠形成用の型枠
に関し、特にその型枠本体の端部にハンチ用型枠を連結
して形成した法枠形成用の型枠ユニットに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a mold for forming a legal frame, and more particularly to a mold unit for forming a legal frame formed by connecting a haunch mold to the end of the mold body.
【0002】[0002]
【従来の技術】従来、この種の法枠の形成作業において
ハンチ部を形成する場合には、縦型枠と横型枠とが交差
する交点部分の縦横型枠の外側からハンチ用型枠を結合
させることにより三角形のハンチ用の型枠部分を形成す
ることが広く知られている。そして、ハンチ用型枠の縦
横型枠に対する結合方式としては、ハンチ用型枠の両端
部を縦型枠と横型枠に沿わせて結束具等により結合する
方式や、ハンチ用型枠の端部を縦型枠と横型枠の網目に
挿入して固定する方式などが知られている。しかしなが
ら、これらの方式は、その結合作業に手間がかかるだけ
でなく、縦横型枠に対してハンチ用型枠を正確な角度で
固定するには高度の熟練を要するといった作業性に関す
る問題があった。さらに、この方式で形成された法枠構
造物は、ハンチ部と縦横の法枠部との間に残存する縦横
型枠によって縁切りの状態となるため、ハンチ部から剥
離したり腐食が生じやすいといった強度上の難点もあっ
た。また、傾斜面での作業という点も相俟って、縦横型
枠相互間の結合作業という本体側の交点部分に関する形
成作業に加えて、ハンチ用型枠の結合という面倒な作業
が付加されるため、作業者にかかる負担も大きかった。2. Description of the Related Art Conventionally, when forming a haunch part in the work of forming a method frame of this type, the haunch formwork is joined from the outside of the vertical and horizontal formwork at the intersection of the vertical formwork and the horizontal formwork. It is widely known to form a triangular haunch form part by doing so. As a method of connecting the haunch formwork to the vertical and horizontal formwork, a method of joining both ends of the haunch formwork along a vertical formwork and a horizontal formwork with a binding tool or an end part of the haunch formwork There is known a method of inserting and fixing in a mesh of a vertical formwork and a horizontal formwork. However, these methods have a problem in workability that not only is time-consuming to join them, but also requires a high degree of skill to fix the haunch formwork to the vertical and horizontal formwork at an accurate angle. . Furthermore, since the legal frame structure formed by this method is cut off by the vertical and horizontal formwork remaining between the haunch portion and the vertical and horizontal legal frame portions, it is likely to be peeled off or corroded from the haunch portion. There were some difficulties in strength. Also, in combination with the work on the inclined surface, in addition to the work of connecting the vertical and horizontal formwork to each other at the intersection point on the main body side, the troublesome work of connecting the form of the haunch is added. Therefore, the burden on the worker was large.
【0003】[0003]
【発明が解決しようとする課題】本発明は、このような
従来の技術的事情に鑑みてなされたもので、法枠用型枠
の構造を工夫することによりハンチ用型枠の設置に関す
る作業性の向上を図るとともに、ハンチ部の縁切り状態
を回避して強度及び耐久性を向上した法枠形成技術を提
供することを目的とするものである。SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned conventional technical circumstances, and the workability for installing the haunch formwork is improved by devising the structure of the legal formwork. It is an object of the present invention to provide a legal frame forming technique in which the edge cut state of the haunch portion is avoided and the strength and durability are improved.
【0004】[0004]
【課題を解決するための手段】本発明は、間隔保持部材
により一定間隔に保持された相対向する一対の網状型枠
板から構成される網状の型枠本体と、前記網状型枠板の
端部に回動可能に連結されたハンチ用型枠とから法枠形
成用の型枠ユニットを構成し、前記ハンチ用型枠の自由
端側を他の型枠本体のハンチ用型枠が結合されていない
側の端部に結合することにより、縦横型枠の交点部分と
ハンチ部とが同時に形成されるように構成した点を特徴
とする。前記ハンチ用型枠を、前記型枠本体を構成する
それぞれの網状型枠板の互いに反対側の端部に連結すれ
ば、他の型枠ユニットとの配置作業が簡便になる。さら
に、前記ハンチ用型枠を前記網状型枠板に対して略13
5度開いた状態で停止するストッパをそれらの連結部の
少なくともいずれか一方に備えることができる。According to the present invention, there is provided a mesh form frame main body composed of a pair of mesh form mold plates opposed to each other, which are held at regular intervals by a spacing member, and an end of the mesh form frame plate. And a haunch formwork rotatably connected to the part to form a formwork unit for forming a legal form. The free end side of the haunch formwork is joined to the haunch formwork of another formwork body. It is characterized in that it is configured such that an intersection portion of the vertical and horizontal form frames and a haunch portion are formed at the same time by connecting to the end portion on the non-open side. If the haunch formwork is connected to the opposite end portions of the mesh form plates that form the form body, the work of arranging the formwork units with other formwork units becomes simple. Further, the haunch formwork is approximately 13 times larger than the mesh formwork plate.
At least one of the connecting portions can be provided with a stopper that stops in a state of being opened 5 degrees.
【0005】[0005]
【発明の実施の形態】本発明に係る法枠形成用の型枠ユ
ニットは、地山や造成地などの法面に対する地盤の安定
化を目的とした土木工事等に広く実施することが可能で
ある。実施に当っては、それぞれの型枠ユニットの端部
をほぼ直交するように並べ、その端部に連結されたハン
チ用型枠を回動して拡げて隣接する型枠ユニットの端部
へ順次連結することにより、縦横型枠の交点部分とハン
チ部とを同時に形成する。BEST MODE FOR CARRYING OUT THE INVENTION The formwork unit for forming a legal form according to the present invention can be widely applied to civil engineering works for the purpose of stabilizing the ground against slopes such as natural ground and landslides. is there. In the implementation, the end portions of the respective formwork units are arranged so as to be substantially orthogonal to each other, and the haunch formwork connected to the end portions is rotated and expanded to the end portions of the adjacent formwork units sequentially. By connecting them, the intersection part of the vertical and horizontal formwork and the haunch part are simultaneously formed.
【0006】[0006]
【実施例】以下、図面を用いて本発明の実施例に関して
説明する。図1〜図5は本発明の一実施例を示したもの
で、図1は本型枠ユニットの組立状態における交点部分
を示した概略平面図、図2はその型枠ユニット自体の平
面図、図3は網状型枠板の部分展開図、図4はハンチ用
型枠と網状型枠板の結合状態を示した部分平面図、図5
は図2中のA−A縦断面図である。図中、1は本型枠ユ
ニット全体を示したもので、図2に示すように、間隔保
持部材2を介して折畳み可能かつ一定間隔に保持された
相対向する一対の網状型枠板3,4から構成される網状
の型枠本体5と、前記網状型枠板3,4の端部に回動可
能に連結されたハンチ用型枠6,7とから構成される。
この場合、本実施例においては、前記ハンチ用型枠6,
7は各網状型枠板3,4の互いに反対側に位置する端部
にそれぞれ1個ずつ連結されているがこれに限定される
ものではない。図3の展開図に示したように、前記型枠
本体5を構成する各網状型枠板3,4は縦横の線材8,
9から構成され、その端部の連結部10において、同様
に縦横の線材11,12から構成された前記ハンチ用型
枠6,7と回動可能に連結される。その両者間の連結
は、本実施例においては、双方の横線材9,12の連結
側端部を丸めてリング部を形成し、それらリング部を重
合して固定ピン13を挿入することにより行われる。Embodiments of the present invention will be described below with reference to the drawings. 1 to 5 show one embodiment of the present invention, FIG. 1 is a schematic plan view showing an intersection point in an assembled state of the formwork unit, FIG. 2 is a plan view of the formwork unit itself, FIG. 3 is a partially developed view of the mesh form plate, FIG. 4 is a partial plan view showing a combined state of the haunch form frame and the mesh form plate, and FIG.
FIG. 3 is a vertical sectional view taken along the line AA in FIG. In the figure, reference numeral 1 denotes the whole formwork unit, and as shown in FIG. 2, a pair of reticulated formwork plates 3, which are foldable via a spacing member 2 and are held at regular intervals, face each other. It is composed of a reticulated form body 5 composed of 4 and haunch forms 6 and 7 rotatably connected to the ends of the reticulated form plates 3 and 4.
In this case, in the present embodiment, the haunch form 6,
One 7 is connected to each end of the reticulated frame plates 3 and 4 located on the opposite side, but the invention is not limited to this. As shown in the development view of FIG. 3, each mesh form plate 3 and 4 constituting the form body 5 has vertical and horizontal wire rods 8,
9 and the connecting portion 10 at the end thereof is rotatably connected to the haunch forms 6 and 7 which are also composed of vertical and horizontal wires 11 and 12. In the present embodiment, the connection between the two is performed by rounding the connection side end portions of both the horizontal wire members 9 and 12 to form a ring portion, and superposing the ring portions to insert the fixing pin 13. Be seen.
【0007】次に前記型枠ユニット1の使用の仕方に関
して説明する。折畳んだ状態で型枠ユニット1が現場に
搬入された場合には、先ず各型枠ユニット1を図2に示
したように拡開してそれぞれ所定の設置位置にセットす
る。そして、図1に示したように、各型枠ユニット1の
ハンチ用型枠6,7をそれぞれ回動して広げて順次、隣
接する型枠ユニット1を構成する網状型枠板3,4の端
部に結合することにより交点部分14の型枠を形成す
る。この場合、ハンチ用型枠6,7の自由端部と隣接す
る型枠ユニット1の網状型枠板3,4とは、図4に示す
ように本実施例においては、互いの端部を交差するよう
に横線材9,12間に差込んで図示しない結束具などに
より固着する。このような組立作業を順次進めることに
より各交点部分と同時に縦横の型枠全体が形成されるこ
とになる。したがって、順次ハンチ用型枠6,7の自由
端部を回動して隣接する型枠ユニット1の網状型枠板
3,4に結合するだけでハンチ部で囲まれた交点部分の
型枠が形成されるとともに、縦横の型枠本体5部分の位
置決めが同時に行われるので、きわめて簡便な作業によ
って効率よく法枠形成用の型枠全体を所定の配置に形成
することができることになる。しかも、従来のように縦
横の法枠部分とハンチ部分との間が縁切りされることは
なく一体成形される結果、強度を向上することができる
と同時に腐食の原因も排除される。Next, how to use the form unit 1 will be described. When the formwork units 1 are brought into the site in the folded state, firstly, each formwork unit 1 is expanded as shown in FIG. 2 and set at respective predetermined installation positions. Then, as shown in FIG. 1, the haunch formwork 6, 7 of each formwork unit 1 is rotated and unfolded, and the mesh form plates 3, 4 constituting the adjacent formwork units 1 are sequentially arranged. Forming the intersection 14 by joining to the ends. In this case, the free end portions of the haunch formwork 6 and 7 and the reticulated formwork plates 3 and 4 of the formwork unit 1 adjacent to each other intersect each other in the present embodiment as shown in FIG. As described above, it is inserted between the horizontal wires 9 and 12 and fixed by a binding tool or the like not shown. By sequentially advancing such assembling work, the entire vertical and horizontal formwork is formed at the same time as each intersection. Therefore, by simply rotating the free ends of the haunch forms 6 and 7 and connecting them to the mesh form plates 3 and 4 of the adjoining form units 1, the form of the intersection part surrounded by the haunch parts is formed. Since the vertical frame and the horizontal frame part 5 are positioned at the same time as they are formed, the entire mold for forming the legal frame can be efficiently formed in a predetermined arrangement by a very simple operation. In addition, as a result of the conventional molding, there is no edge cutting between the vertical and horizontal frame portions and the haunch portion, and as a result of integral molding, the strength can be improved and at the same time the cause of corrosion is eliminated.
【0008】なお、図1中、15,16は縦横に設置さ
れる鉄筋で、図5の(イ)〜(ハ)の縦断面図に示すよ
うに、前記間隔保持部材2の所定位置に結束支持され
る。すなわち、(イ)の場合には間隔保持部材2の上方
の開口部17から所定の位置に下方の鉄筋を落し込み、
その開口部17を図示しない連結具で連結した後、上方
の鉄筋を所定の位置に支持して各鉄筋15,16を結束
支持する。他方、(ロ)の場合には、縦横の鉄筋15,
16及びスターラップ18等を先に組立て、あとから前
記型枠ユニット1を取付け、その間隔保持部材2の所定
位置に前記鉄筋15,16を結束支持する。また別の方
法として、間隔保持部材2を構成する下方の横筋部分に
開口部を形成しておき、その開口部を介して上方の鉄筋
を挿入して所定位置に結束支持するとともに、その開口
部を図示しない連結具で連結し、下方の鉄筋を所定の位
置に支持するという方法もある。さらに、最も典型的な
(ハ)の場合には、下方の鉄筋は予め地盤上の所定位置
にねかしてしておき、型枠ユニット1を載置後に下方か
ら持上げて所定位置に結束支持するとともに、上方の鉄
筋は上方から所定位置に結束支持する。しかして、以上
のように型枠全体の形成及び鉄筋15,16の配筋が完
了すれば、コンクリート又はモルタルを吹付けないし打
設することにより目的の法枠を形成することになる。In FIG. 1, reference numerals 15 and 16 denote reinforcing bars installed vertically and horizontally, which are bundled at predetermined positions of the spacing member 2 as shown in the vertical sectional views of FIGS. Supported. That is, in the case of (a), the lower rebar is dropped from the upper opening 17 of the spacing member 2 to a predetermined position,
After connecting the opening 17 with a connecting tool (not shown), the upper reinforcing bar is supported at a predetermined position to bind and support the reinforcing bars 15 and 16. On the other hand, in the case of (b), the vertical and horizontal reinforcing bars 15,
16 and the stirrup 18 and the like are assembled first, the form unit 1 is attached later, and the reinforcing bars 15 and 16 are bundled and supported at predetermined positions of the spacing member 2. As another method, an opening is formed in a lower horizontal streak portion constituting the spacing member 2, and an upper rebar is inserted through the opening to bind and support the predetermined position at the same time. There is also a method in which the lower reinforcing bars are supported at a predetermined position by connecting them with a connecting tool (not shown). Further, in the most typical case (c), the lower rebar is preliminarily bent at a predetermined position on the ground, and after the formwork unit 1 is placed, it is lifted from below and is bound and supported at a predetermined position. The upper rebar is bound and supported at a predetermined position from above. When the formation of the entire formwork and the reinforcement of the reinforcing bars 15 and 16 are completed as described above, the intended legal form is formed by spraying or placing concrete or mortar.
【0009】次に図6及び図7の他の実施例に関して説
明する。本実施例は前述の実施例の変形例で、同じ構成
部分には同じ番号を付して説明すると、型枠本体5を構
成する網状型枠板3,4のハンチ用型枠6,7が連結さ
れていない側の端部を丸めてリング部19,20を形成
するとともに、同じくハンチ用型枠6,7の自由端部側
を丸めてリング部21,22を形成した点で構成上の差
異を有する。しかして、型枠を組立てる場合には、図7
のようにハンチ用型枠6,7の自由端部のリング部2
1,22を隣接する網状型枠板3,4のリング部19,
20に重合して止めピン23を挿通することにより両者
を結合する。Next, another embodiment of FIGS. 6 and 7 will be described. This embodiment is a modification of the above-mentioned embodiment, and the same components will be denoted by the same reference numerals. When the net-like form plates 3 and 4 constituting the form body 5 are used, the haunch forms 6 and 7 will be described. Structurally, the ends on the non-connected side are rounded to form the ring portions 19 and 20, and the free end sides of the haunch forms 6 and 7 are also rounded to form the ring portions 21 and 22. Have a difference. Then, when assembling the formwork, as shown in FIG.
The ring part 2 at the free end of the haunch forms 6 and 7 like
1, 22 are adjacent to the ring-shaped frame plates 3 and 4, the ring portion 19,
The two are superposed on each other and are inserted into the stop pin 23 to connect them.
【0010】次に図8及び図9の他の実施例に関して説
明する。本実施例も前述の実施例の変形例で、同じ構成
部分には同じ番号を付して説明すると、各ハンチ用型枠
6,7に一体的に短片からなるストッパ24,25を略
135度になるように形成した点で構成上の差異を有す
る。しかして、型枠の組立時に各ハンチ用型枠6,7を
回動して前記ストッパ24,25が網状型枠板3,4の
内面に当接して動きが停止されるまで拡げると、前記ハ
ンチ用型枠6,7と網状型枠板3,4の外面との間の角
度は当然略135度になる。すなわち、網状型枠板3,
4の延長面との内角は45度になる。したがって、図9
に示したように、前記ストッパ24,25により規制さ
れた状態で、各ハンチ用型枠6,7を広げて隣接する網
状型枠板3,4の端部に連結すれば、縦横の各型枠本体
5に対して略45度の傾斜角が自動的に得られることに
なる。なお、前記ストッパ24,25は、網状型枠板
3,4側に形成しても同様の機能を得ることができる。Next, another embodiment of FIGS. 8 and 9 will be described. This embodiment is also a modification of the above-mentioned embodiment, and the same components will be denoted by the same reference numerals. In the description, the stoppers 24 and 25, which are short pieces, are formed integrally with the haunch frames 6 and 7 and are approximately 135 degrees. There is a difference in configuration in that it is formed so that Then, when the haunch forms 6 and 7 are rotated at the time of assembling the form and the stoppers 24 and 25 come into contact with the inner surfaces of the mesh form plates 3 and 4 and are expanded until the movement is stopped, The angle between the haunch forms 6 and 7 and the outer surfaces of the mesh form plates 3 and 4 is naturally about 135 degrees. That is, the mesh form plate 3,
The interior angle with the extension plane of 4 is 45 degrees. Therefore, FIG.
As shown in FIG. 4, if the haunch forms 6 and 7 are expanded and connected to the end portions of the adjacent mesh form plates 3 and 4 in a state of being regulated by the stoppers 24 and 25, the vertical and horizontal dies are formed. An inclination angle of about 45 degrees with respect to the frame body 5 is automatically obtained. The stoppers 24 and 25 can have the same function even if they are formed on the side of the mesh frame plates 3 and 4.
【0011】さらに、図10に示すように、前記ハンチ
用型枠6,7の自由端側を略135度に折曲げておけ
ば、結合の相手側である網状型枠板3,4の端部と面で
重合させることができるので、結合作業の作業性が良好
であるばかりでなく、強固な結合状態が容易に得られ
る。また、図11に示すように、ハンチ用型枠6,7の
自由端側に短片の取付片26を回動自在に付設してもよ
い。この場合にも、前記取付片26を介して結合の相手
側である網状型枠板3,4の端部と面で重合させること
ができるので、その結合作業の作業性及び結合状態の向
上が図れる。Further, as shown in FIG. 10, if the free end sides of the haunch forms 6 and 7 are bent at approximately 135 degrees, the ends of the mesh form plates 3 and 4 which are the mating partners. Since the parts and surfaces can be polymerized, not only the workability of the bonding work is good, but also a strong bonded state can be easily obtained. Further, as shown in FIG. 11, a short piece of mounting piece 26 may be rotatably attached to the free ends of the haunch frames 6 and 7. Also in this case, since the end portions of the mesh form plates 3 and 4 on the other side of the connection can be superposed on each other via the attachment piece 26, the workability of the connection work and the connection state can be improved. Can be achieved.
【0012】[0012]
【発明の効果】本発明によれば、次の効果を得ることが
できる。 (1)順次、各型枠ユニットのハンチ用型枠を回動し
て、その自由端部を隣接する型枠ユニットの網状型枠板
の端部に結合するだけで、ハンチ部用の型枠と縦横枠用
の型枠本体の位置決めが同時に行われるので、作業性が
改善されるとともに簡便な作業により各部の位置決めを
容易に行うことができる。 (2)ハンチ部は縦横の枠体部と完全に一体形成され、
従来のようにその間が縁切り状態にはならないので、ハ
ンチ部の強度が大幅に改善されるとともに縁切り部から
の腐食を排除でき耐久性が向上し、ハンチ部としての本
来の機能を半永久的に確実に果すことができる。 (3)ハンチ用型枠又は網状型枠板のいずれかにハンチ
用型枠の拡開を略135度に停止する前記ストッパを設
ければ、縦横の各型枠本体に対するハンチ用型枠の傾斜
角を自動的に略45度に設置できるので作業性が更に改
善される。According to the present invention, the following effects can be obtained. (1) By sequentially rotating the haunch formwork of each formwork unit and connecting the free end of the formwork to the end of the mesh form plate of the adjacent formwork unit, the formwork for the haunch part is formed. Since the mold body for the vertical and horizontal frames is positioned at the same time, the workability is improved and each part can be positioned easily by a simple work. (2) The haunch part is completely integrated with the vertical and horizontal frame parts,
Since there is no edge cut between them as in the past, the strength of the haunch part is greatly improved, corrosion from the edge part can be eliminated and durability is improved, and the original function of the haunch part is secured semipermanently. Can be achieved. (3) If the stopper for stopping the expansion of the haunch form at approximately 135 degrees is provided on either the haunch form or the mesh form plate, the inclination of the haunch form with respect to the vertical and horizontal form main bodies. The corners can be automatically set to about 45 degrees, further improving workability.
【図1】 本発明の実施例の組立状態における交点部分
を示した概略平面図である。FIG. 1 is a schematic plan view showing an intersection portion in an assembled state according to an embodiment of the present invention.
【図2】 同実施例の型枠ユニットを示した平面図であ
る。FIG. 2 is a plan view showing the form unit of the embodiment.
【図3】 同実施例を展開して部分を示した部分展開図
である。FIG. 3 is a partial development view showing the development of the embodiment.
【図4】 同実施例の組立状態を示した部分拡大図であ
る。FIG. 4 is a partially enlarged view showing an assembled state of the embodiment.
【図5】 図2中のA−A縦断面図である。5 is a vertical sectional view taken along line AA in FIG.
【図6】 本発明の他の実施例の型枠ユニットを示した
平面図である。FIG. 6 is a plan view showing a form unit according to another embodiment of the present invention.
【図7】 同実施例の組立状態を示した部分拡大図であ
る。FIG. 7 is a partially enlarged view showing an assembled state of the embodiment.
【図8】 本発明の他の実施例の型枠ユニットを示した
平面図である。FIG. 8 is a plan view showing a form unit according to another embodiment of the present invention.
【図9】 同実施例の組立状態を示した部分拡大図であ
る。FIG. 9 is a partially enlarged view showing an assembled state of the embodiment.
【図10】 本発明の他の実施例の組立状態を示した部
分拡大図である。FIG. 10 is a partially enlarged view showing an assembled state of another embodiment of the present invention.
【図11】 本発明の他の実施例の組立状態を示した部
分拡大図である。FIG. 11 is a partially enlarged view showing an assembled state of another embodiment of the present invention.
1…法枠形成用の型枠ユニット、2…間隔保持部材、
3,4…網状型枠板、5…型枠本体、6,7…ハンチ用
型枠、8,9…線材、10…連結部、11,12…線
材、13…固定ピン、14…交点部分、15,16…鉄
筋、17…開口部、18…スターラップ、19〜22…
リング部、23…止めピン、24,25…ストッパ、2
6…取付片DESCRIPTION OF SYMBOLS 1 ... Formwork unit for forming a method frame, 2 ...
3, 4 ... mesh form plate, 5 ... form body, 6, 7 ... haunch form, 8, 9 ... wire rod, 10 ... connecting part, 11, 12 ... wire rod, 13 ... fixing pin, 14 ... intersection part , 15, 16 ... Reinforcing bar, 17 ... Opening, 18 ... Stirrup, 19-22 ...
Ring part, 23 ... Stop pin, 24, 25 ... Stopper, 2
6 ... Mounting piece
フロントページの続き (72)発明者 森田 孝 千葉県市川市真間5−11−8−202 (72)発明者 関原 和明 東京都豊島区要町3−7−8−202 (72)発明者 帆足 紀一 千葉県野田市清水802−23 (72)発明者 大柴 武人 千葉県東金市求名254−5 (72)発明者 横山 茂 埼玉県八潮市大字鶴ヶ根1405 (72)発明者 神戸 弘志 東京都江東区常盤2−13−18 (72)発明者 北河原 忠 千葉県野田市中の台1042 (72)発明者 鶴見 秀樹 埼玉県越谷市袋山1172Front Page Continuation (72) Inventor Takashi Morita 5-11-8-202 Mama, Ichikawa-shi, Chiba (72) Inventor Kazuaki Sekihara 3-7-8-202 Kanamemachi, Toshima-ku, Tokyo (72) Inventor Saushi Kiichi 80-23 Shimizu, Noda City, Chiba Prefecture (72) Inventor Takehito Oshiba Togane City, Chiba Prefecture 254-5 (72) Inventor Shigeru Yokoyama 1405 Tsurugane, Yashio City, Saitama Prefecture Inventor Kobe Hiroshi Tokyo 2-13-18 Tokiwa, Koto-ku, Tokyo (72) Inventor Tadashi Kitakawara 1042 Nakanodai, Noda City, Chiba Prefecture (72) Hideki Tsurumi 1172 Fukuroyama, Koshigaya City, Saitama Prefecture
Claims (3)
た相対向する一対の網状型枠板から構成される網状の型
枠本体と、前記網状型枠板の端部に回動可能に連結され
たハンチ用型枠とから構成されることを特徴とする法枠
形成用の型枠ユニット。1. A net-shaped mold body composed of a pair of mesh-shaped mold plates facing each other, which are held at regular intervals by a spacing member, and rotatably connected to an end of the mesh-shaped frame plate. A mold unit for forming a legal frame, which is composed of a mold for a haunch.
成するそれぞれの網状型枠板の互いに反対側に位置する
端部に連結したことを特徴とする請求項1記載の法枠形
成用の型枠ユニット。2. The method frame formation according to claim 1, wherein the haunch formwork is connected to ends of the mesh form plates constituting the formwork body, which are located on opposite sides of each other. Formwork unit for.
して略135度開いた状態で停止するストッパをそれら
の連結部の少なくともいずれか一方に備えたことを特徴
とする請求項1記載の法枠形成用の型枠ユニット。3. A stopper for stopping the haunch formwork in a state where the haunch formwork is opened approximately 135 degrees with respect to the reticulated formwork plate is provided in at least one of the connecting portions. Formwork unit for forming the described legal framework.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP34842395A JPH09165751A (en) | 1995-12-18 | 1995-12-18 | Mold block formation mold unit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP34842395A JPH09165751A (en) | 1995-12-18 | 1995-12-18 | Mold block formation mold unit |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH09165751A true JPH09165751A (en) | 1997-06-24 |
Family
ID=18396916
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP34842395A Pending JPH09165751A (en) | 1995-12-18 | 1995-12-18 | Mold block formation mold unit |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH09165751A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20120013031A1 (en) * | 2007-08-10 | 2012-01-19 | Qinetiq Limited | Mould Comprising Two Internal Corner-Cubes and Component Comprising Cuboid Elements Forming Two Internal Corner-Cubes |
| JP2012112093A (en) * | 2010-11-19 | 2012-06-14 | Okabe Co Ltd | Net-like side frame for slope frame, wire formwork for slope frame, slope frame structure and installation method for wire formwork for slope frame |
-
1995
- 1995-12-18 JP JP34842395A patent/JPH09165751A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20120013031A1 (en) * | 2007-08-10 | 2012-01-19 | Qinetiq Limited | Mould Comprising Two Internal Corner-Cubes and Component Comprising Cuboid Elements Forming Two Internal Corner-Cubes |
| JP2012112093A (en) * | 2010-11-19 | 2012-06-14 | Okabe Co Ltd | Net-like side frame for slope frame, wire formwork for slope frame, slope frame structure and installation method for wire formwork for slope frame |
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