JPH08284292A - Fixture of net form - Google Patents
Fixture of net formInfo
- Publication number
- JPH08284292A JPH08284292A JP8681395A JP8681395A JPH08284292A JP H08284292 A JPH08284292 A JP H08284292A JP 8681395 A JP8681395 A JP 8681395A JP 8681395 A JP8681395 A JP 8681395A JP H08284292 A JPH08284292 A JP H08284292A
- Authority
- JP
- Japan
- Prior art keywords
- net
- net form
- reinforcing bar
- arm
- mounting portion
- 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
- 239000000463 material Substances 0.000 claims abstract description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 33
- 229910000831 Steel Inorganic materials 0.000 abstract description 5
- 239000010959 steel Substances 0.000 abstract description 5
- 238000009434 installation Methods 0.000 abstract 3
- 230000002787 reinforcement Effects 0.000 abstract 3
- 238000009415 formwork Methods 0.000 description 26
- 238000010276 construction Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 230000000717 retained effect Effects 0.000 description 3
- 210000000078 claw Anatomy 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 2
- 229920003002 synthetic resin Polymers 0.000 description 2
- 239000000057 synthetic resin Substances 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- -1 polyethylene Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Foundations (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は、コンクリート構造物
の構築に用いる鋼製ラス板のネット型枠を鉄筋に仮固定
するための取付具に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fitting for temporarily fixing a net formwork of a steel lath plate used for constructing a concrete structure to a reinforcing bar.
【0002】[0002]
【従来の技術】コンクリート構造物の構築に際し、型枠
として鋼製ラス板からなるネット型枠を使用するネット
型枠工法は、パネル型枠を用いた在来工法に比べ、省力
化と工期短縮によりコストダウンが図れるという多くの
メリットをもっている。2. Description of the Related Art When constructing concrete structures, the net formwork method, which uses a net formwork made of steel lath plate as a formwork, saves labor and shortens the construction period compared to the conventional construction method using panel formwork. It has many merits such as cost reduction.
【0003】ところで、ネット型枠工法は、鉄筋の配筋
後に鉄筋を挾む両側の位置にネット型枠を配置し、ネッ
ト型枠を鉄筋に仮固定した後、対向するネット型枠の対
向面をセパレータで一定の間隔に保持する必要がある。By the way, in the net formwork construction method, the net formwork is arranged at positions on both sides of the reinforcing bar after the reinforcing bar is laid, the net formwork is temporarily fixed to the reinforcing bar, and then the facing surfaces of the opposing net formwork. Must be held at a constant interval with a separator.
【0004】従来、ネット型枠を鉄筋に仮固定する方法
は、可撓性の合成樹脂を用いて中央に鉄筋への外嵌部を
設けた欠円板状のプレートを用い、スターラップの垂直
部にこのプレートを外嵌挿した後、ネット型枠をプレー
トの外周縁に当接させ、ネット型枠をプレートに針金等
の線材で結束することにより行なっていた。Conventionally, the method of temporarily fixing the net formwork to the reinforcing bar uses a vertical disk of a stirrup by using a disc-shaped plate with a flexible synthetic resin and an external fitting portion at the center. This is done by externally fitting the plate to the part, bringing the net form frame into contact with the outer peripheral edge of the plate, and binding the net form frame to the plate with a wire material such as wire.
【0005】[0005]
【発明が解決しようとする課題】ところで、上記した円
板状のプレートは、鉄筋に対する固定強度が弱く不安定
であり、外圧が加わると鉄筋に対して傾動しやすく、間
隔保持が強固に行なえないため、対向するネット型枠の
間隔保持はセパレータによって行なう必要がある。By the way, the above-mentioned disc-shaped plate has a weak fixing strength with respect to the reinforcing bar and is unstable, and when external pressure is applied, the plate easily tilts with respect to the reinforcing bar and cannot maintain the space firmly. Therefore, it is necessary to hold the space between the opposing net molds by the separator.
【0006】しかし、ネット型枠の間隔を保持するセパ
レータは、両端部の位置に間隔を規制する座金を有する
構造になっているため、所定の間隔で対向するネット型
枠間にこのセパレータを配置するには、端部の座金が邪
魔になり、作業が行ない難いと共に、両側ネット型枠の
外側に作業員を配置する必要があるという問題がある。However, since the separator for holding the space between the net formwork has a structure having washers for regulating the space at both end positions, the separators are arranged between the net formwork facing each other at a predetermined distance. Therefore, there is a problem in that the washer at the end is an obstacle, work is difficult to perform, and it is necessary to arrange a worker outside the net formwork on both sides.
【0007】また、プレートに対してネット型枠を針金
で結束して固定する作業は、能率が悪く、手間と時間が
かかるという問題がある。Further, the work of binding and fixing the net form frame to the plate by wire is inefficient and takes a lot of time and labor.
【0008】そこで、この発明の課題は、鉄筋に対する
ネット型枠の固定が強固に行なえ、ネット型枠の間隔保
持が可能であると共に、ネット型枠の固定が省力的に能
率よく行なえる取付具を提供することにある。[0008] Therefore, an object of the present invention is to attach the net formwork to the reinforcing bar firmly, to keep the space between the net formwork, and to fix the net formwork labor-savingly and efficiently. To provide.
【0009】[0009]
【課題を解決するための手段】上記のような課題を解決
するため、この発明は、周囲の一部に設けた開口部から
鉄筋に圧入して弾力的に外嵌固定する筒状取付部と、こ
の筒状取付部の外面から外方に向けて該取付部の軸方向
に平行状態で突出するアームを可撓性材料で形成し、前
記アームの先端にネット型枠の係止凹部を設けた構成を
採用したものである。In order to solve the above problems, the present invention provides a cylindrical mounting portion for press-fitting into a reinforcing bar through an opening provided in a part of the periphery and elastically fitting and fixing the reinforcing bar. An arm projecting outward from the outer surface of the cylindrical mounting portion in a state parallel to the axial direction of the mounting portion is formed of a flexible material, and a locking recess of a net form is provided at the tip of the arm. It adopts a different configuration.
【0010】[0010]
【作用】鉄筋の垂直部分に取付具の筒状取付部を開口部
から可撓性を利用して押込むことにより、該取付部を鉄
筋に外嵌固定し、アームを外方に向けて突出状にする。[Function] By pushing the tubular mounting portion of the fixture into the vertical portion of the reinforcing bar from the opening portion by utilizing the flexibility, the mounting portion is externally fitted and fixed to the reinforcing bar, and the arm projects outward. Make a state.
【0011】次に、鉄筋の外側に臨ませたネット型枠の
リブ部分をアーム先端の係止凹部内に押込んで係止すれ
ば、鉄筋に対してネット型枠を固定することができると
共に、鉄筋とネット型枠に間隔を一定に保持でき、これ
により鉄筋の両側に配置したネット型枠の対向面間の間
隔が規定の寸法になる。Next, by pushing the rib portion of the net form frame, which is exposed to the outside of the reinforcing bar, into the locking recess at the tip of the arm to lock the rib, the net form frame can be fixed to the reinforcing bar. It is possible to maintain a constant distance between the reinforcing bar and the net formwork, whereby the distance between the facing surfaces of the net formwork arranged on both sides of the reinforcing bar becomes a specified dimension.
【0012】取付具は、筒状取付部が鉄筋に外嵌し、こ
の取付部から突出するアームは、鉄筋の軸方向に平行す
るので、ネット型枠側からの外圧に対する支持強度に優
れ、この取付具によって対向するネット型枠の間隔保持
が可能になる。In the mounting tool, the cylindrical mounting portion is externally fitted to the reinforcing bar, and the arm projecting from this mounting section is parallel to the axial direction of the reinforcing bar, so that it has excellent support strength against external pressure from the net form side. The fixture allows the spacing of opposing net forms to be maintained.
【0013】[0013]
【実施例】以下、この発明の実施例を添付図面に基づい
て説明する。Embodiments of the present invention will be described below with reference to the accompanying drawings.
【0014】図示のように、取付具1は、周囲の一部に
設けた長さ方向の開口部2から鉄筋の垂直部分に外嵌圧
入する筒状取付部3と、この取付部3の外面に突設した
アーム4とをポリエチレン等の可撓性を有する合成樹脂
や同効の材料を用いて一体に形成し、アーム4の先端に
ネット型枠Aのリブ部分aを押込んで固定する先端開口
状の係止凹部5を設けた構造になっている。As shown in the figure, the attachment 1 is a cylindrical attachment 3 fitted and press-fitted into a vertical portion of the reinforcing bar through an opening 2 in the longitudinal direction provided in a part of the periphery, and an outer surface of the attachment 3. The arm 4 protruding from the end is integrally formed by using a flexible synthetic resin such as polyethylene or a material having the same effect, and the tip of the rib portion a of the net form A is pushed into and fixed to the tip of the arm 4. It has a structure in which an opening-shaped locking recess 5 is provided.
【0015】上記筒状取付部3は、鉄筋に対して弾力的
に外嵌固定する内径を有し、軸方向の上下長さは鉄筋に
対して安定した固定強度が得られるような長さに設定さ
れ、開口部2は鉄筋に取付部3を圧入できる程度の幅に
なっている。The tubular mounting portion 3 has an inner diameter that is elastically fitted and fixed to the reinforcing bar, and the vertical length in the axial direction is such that a stable fixing strength can be obtained for the reinforcing bar. The opening 2 has a width that allows the mounting portion 3 to be press-fitted into the reinforcing bar.
【0016】前記アーム4は、筒状取付部3の外面で開
口部2と直角の位置から該取付部3の半径方向に突出し
ていると共に、上下方向が取付部3の軸方向に平行して
いる。The arm 4 projects in the radial direction of the mounting portion 3 from a position perpendicular to the opening 2 on the outer surface of the cylindrical mounting portion 3, and the vertical direction is parallel to the axial direction of the mounting portion 3. There is.
【0017】このアーム4の上下端には補強用のリブ6
が設けてあると共に、先端の係止凹部5は、ネット型枠
Aのリブ部分aが嵌合する上下の開口幅を有し、この係
止凹部5の先端部上下には、リブ部分aの押込み時にこ
のリブ部分aを係止凹部5内に誘導すると共に、係止凹
部5内に納まったリブ部分aを抜止状とする係止爪7、
7が突設されている。Reinforcing ribs 6 are provided on the upper and lower ends of the arm 4.
In addition, the locking recess 5 at the tip has an upper and lower opening width into which the rib portion a of the net form A fits. A locking claw 7 that guides this rib portion a into the locking recess 5 at the time of pushing, and locks the rib portion a housed in the locking recess 5
7 are protruded.
【0018】前記取付具1の使用状態を示す図2と図3
において、ネット型枠Aは、鋼製ラス板を用いて形成さ
れ、上下に一定の間隔で水平のリブ部分aを有してい
る。FIG. 2 and FIG. 3 showing the usage state of the attachment 1.
In, the net form A is formed by using a steel lath plate, and has horizontal rib portions a at regular intervals in the vertical direction.
【0019】また、鉄筋Bは図示の場合、地中梁用のも
のを示し、スターラップbの垂直部分に取付具1を装着
すると共に、取付具1を介して鉄筋Bの両側に配置した
ネット型枠Aには、その外面に縦端太11と横端太12
を沿わせ、両ネット型枠A間に挿通したセパレータ13
の両端に横端太12を受ける緊結金具14を装着するこ
とにより、コンクリート打設時の圧力を支持するように
なっている。Further, in the case shown, the reinforcing bars B are those for underground beams, and the nets arranged on both sides of the reinforcing bars B with the fittings 1 mounted on the vertical portions of the stirrup b. Form frame A has a vertical end thickness 11 and a horizontal end thickness 12 on its outer surface.
13 and the separator 13 inserted between both net formwork A
The pressure at the time of pouring concrete is supported by attaching the binding metal fittings 14 for receiving the lateral thick 12 at both ends of the.
【0020】この発明の支持具は上記のような構成であ
り、次に、コンクリート構造物の構築方法を説明する。The support of the present invention has the above-mentioned structure. Next, a method for constructing a concrete structure will be described.
【0021】図2のように、捨てコンクリート15上に
鉄筋Bを、予め墨出した指定位置に設置した後、スター
ラップbの垂直部分で、ネット型枠Aのリブ部分aと対
応する位置に取付具1を固定する。As shown in FIG. 2, after the reinforcing bars B are installed on the discarded concrete 15 at the designated positions which have been marked out beforehand, the reinforcing bars B are placed at the vertical portions of the stirrup b at positions corresponding to the rib portions a of the net form A. Fix the fixture 1.
【0022】取付具1は、図3の如く、筒状取付部3を
開口部2からスターラップbの垂直部分に圧入すればよ
く、可撓性材料の弾力性により、開口部2は拡開してス
ターラップbを強制通過し、筒状取付部3は復元弾性で
スターラップbに弾力的に外嵌して固着する。As shown in FIG. 3, the attachment 1 may be formed by pressing the cylindrical attachment 3 into the vertical portion of the stirrup b from the opening 2, and the opening 2 is expanded due to the elasticity of the flexible material. Then, it is forcedly passed through the stirrup b, and the tubular mounting portion 3 is elastically fitted and fixed to the stirrup b by the restoring elasticity.
【0023】スターラップbの垂直部分に取付けた取付
具1は図3の如く、アーム4がスターラップbの外方に
向けて突出する姿勢にし、この状態で鉄筋Bの両側にネ
ット型枠Aを起立状に配置し、ネット型枠Aを鉄筋B側
に向けて押圧し、リブ部分aを対応する取付具1の係止
凹部5内に押込めば、リブ部分aは、係止凹部5内に抜
止状に保持され、鉄筋Bの両側にネット型枠Aが取付け
られることになる。As shown in FIG. 3, the attachment 1 attached to the vertical portion of the stirrup b is in a posture in which the arm 4 projects outwardly of the stirrup b, and in this state, the net form A is provided on both sides of the reinforcing bar B. Are arranged upright, the net form A is pressed toward the reinforcing bar B, and the rib portions a are pushed into the corresponding locking concave portions 5 of the fixture 1, so that the rib portions a become the locking concave portions 5. The net form A is attached to both sides of the reinforcing bar B while being retained inside in a retaining manner.
【0024】取付具1は、筒状取付部3がスターラップ
bの垂直部分に外嵌し、アーム4は上下方向がスターラ
ップbと平行する状態で突出しているので、ネット型枠
Aの押込み方向の圧力に対する支持強度が優れ、しかも
筒状取付部3がスターラップbに外嵌固定され、係止凹
部5でネット型枠Aのリブ部分aを抜止状に係合保持す
るので、スターラップbに対してネット型枠Aを一定の
間隔で固定化することができ、これによって、取付具1
は対向するネット型枠Aの間隔保持機能を有することに
なる。In the mounting tool 1, the cylindrical mounting portion 3 is fitted onto the vertical portion of the stirrup b, and the arm 4 projects in a state where the vertical direction is parallel to the stirrup b. Since the tubular mounting portion 3 is externally fitted and fixed to the stirrup b and the rib portion a of the net form A is retained and retained by the locking recess 5 in a retaining manner, the stirrup is supported. The net form A can be fixed to b at a constant interval, whereby the fixture 1
Has a function of maintaining the distance between the net forms A facing each other.
【0025】従って、対向するネット型枠A間に配置す
るセパレータ13には、ネット型枠Aの対向面間の間隔
規制機能は不要となり、座金なしのセパレータが使用で
きるようになるので、ネット型枠A間へのセパレータ1
3の挿入作業が、一方のネット型枠からの他方型枠に挿
入することによって行なえ、作業の省力化と能率向上が
図れる。Therefore, the separator 13 arranged between the opposing net molds A does not need the function of regulating the space between the opposing faces of the net mold A, and a separator without a washer can be used. Separator 1 between frames A
The insertion work of No. 3 can be performed by inserting from one net formwork into the other formwork, and labor saving and efficiency improvement of the work can be achieved.
【0026】セパレータ13の両端に緊結金具14を取
付け、ネット型枠Aの外面を縦端太11と横端太12で
支持した状態で、対向するネット型枠A間にコンクリー
トを打設すれば、コンクリート構造物を構築することが
でき、ネット型枠Aはコンクリート打設時に、余剰水を
スムーズに搬出するので側圧減が大きく、そのため、支
保工材や緊結金物の簡略化が図れると共に、コンクリー
トの面はラスから一部が露出する粗面となり、仕上げ下
地として良好である。If the metal fittings 14 are attached to both ends of the separator 13 and the outer surface of the net form A is supported by the vertical end thickness 11 and the horizontal end thickness 12, concrete is placed between the opposing net form A. , A concrete structure can be constructed, and the net formwork A smoothly carries out excess water at the time of placing concrete, so that the lateral pressure is greatly reduced. Therefore, the supporting material and the binding material can be simplified, and the concrete can be simplified. The surface of is a rough surface, a part of which is exposed from the lath, and is good as a finishing base.
【0027】なお、図示の場合、取付具1とネット型枠
Aは地中梁の形成に用いた例を示したが、布基礎や擁
壁、壁面等の構築を行なうコンクリート型枠工事に広く
使用することができる。In the illustrated case, the fixture 1 and the net form A are used for forming the underground beam, but they are widely used for concrete form work for constructing cloth foundations, retaining walls, wall surfaces, etc. Can be used.
【0028】[0028]
【発明の効果】以上のように、この発明によると、鉄筋
に対するネット型枠の固定が簡単に能率よく省力的に行
なえると共に、ネット型枠を鉄筋に対して一定の間隔で
精度よく固定化でき、ネット型枠の間隔保持機能を有す
るので、セパレータによる間隔保持作業の簡略化を実現
することができる。As described above, according to the present invention, the net formwork can be fixed to the reinforcing bar easily and efficiently and labor-savingly, and the net formwork can be fixed to the reinforcing bar at a constant interval with high accuracy. Since it has the function of maintaining the spacing of the net form, it is possible to simplify the spacing maintenance work by the separator.
【図1】この発明に係る取付具の傾斜図FIG. 1 is a perspective view of a fitting according to the present invention.
【図2】同上の使用状態を示すネット型枠工法の縦断面
図FIG. 2 is a vertical cross-sectional view of the net formwork construction method showing the same usage state as above.
【図3】同上要部の斜視図FIG. 3 is a perspective view of a main part of the same.
1 取付具 2 開口部 3 筒状取付部 4 アーム 5 係止凹部 7 係止爪 1 Mounting Tool 2 Opening 3 Cylindrical Mounting 4 Arm 5 Locking Recess 7 Locking Claw
Claims (1)
入して弾力的に外嵌固定する筒状取付部と、この筒状取
付部の外面から外方に向けて該取付部の軸方向に平行状
態で突出するアームを可撓性材料で形成し、前記アーム
の先端にネット型枠の係止凹部を設けたネット型枠の取
付具。1. A tubular mounting portion for press-fitting into a reinforcing bar by elastically fitting and fixing it through an opening provided in a part of the periphery, and a mounting portion of the mounting portion facing outward from the outer surface of the tubular mounting portion. An attachment tool for a net form, in which an arm protruding in a state parallel to the axial direction is formed of a flexible material, and a locking recess of the net form is provided at a tip of the arm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8681395A JPH08284292A (en) | 1995-04-12 | 1995-04-12 | Fixture of net form |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8681395A JPH08284292A (en) | 1995-04-12 | 1995-04-12 | Fixture of net form |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH08284292A true JPH08284292A (en) | 1996-10-29 |
Family
ID=13897258
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP8681395A Pending JPH08284292A (en) | 1995-04-12 | 1995-04-12 | Fixture of net form |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH08284292A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104372873A (en) * | 2014-12-01 | 2015-02-25 | 王立久 | Manufacturing method for formwork shear wall assembled in modularized mode |
CN109707104A (en) * | 2018-12-27 | 2019-05-03 | 中南大学 | Concrete cast body with reinforced steel tube and construction method |
-
1995
- 1995-04-12 JP JP8681395A patent/JPH08284292A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104372873A (en) * | 2014-12-01 | 2015-02-25 | 王立久 | Manufacturing method for formwork shear wall assembled in modularized mode |
CN109707104A (en) * | 2018-12-27 | 2019-05-03 | 中南大学 | Concrete cast body with reinforced steel tube and construction method |
CN109707104B (en) * | 2018-12-27 | 2023-10-27 | 中南大学 | Concrete-filled steel tube casting body with tie bars and construction method |
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