JP2010248733A - Device for fixing void form base - Google Patents

Device for fixing void form base Download PDF

Info

Publication number
JP2010248733A
JP2010248733A JP2009097222A JP2009097222A JP2010248733A JP 2010248733 A JP2010248733 A JP 2010248733A JP 2009097222 A JP2009097222 A JP 2009097222A JP 2009097222 A JP2009097222 A JP 2009097222A JP 2010248733 A JP2010248733 A JP 2010248733A
Authority
JP
Japan
Prior art keywords
screw
hole
slab
void
nut member
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
JP2009097222A
Other languages
Japanese (ja)
Inventor
Akihito Tajima
昭仁 田嶋
Shuichi Hashimoto
秀一 橋本
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.)
Wakai and Co Ltd
Original Assignee
Wakai and 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 Wakai and Co Ltd filed Critical Wakai and Co Ltd
Priority to JP2009097222A priority Critical patent/JP2010248733A/en
Publication of JP2010248733A publication Critical patent/JP2010248733A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a device for fixing a void form base which can fix the void form base to a slab form only from the upside of the slab form, and can reduce workers, shorten a construction period, and improve the safety of work. <P>SOLUTION: The device for fixing the void form base includes: a nut member 19 which can pass through a through-hole 17 of the slab form 16; a spring member 20 which is fixed to the side of one surface of the nut member 19; a hook member 21 locked to the void form base 11; and a screw member 22 screwed into the screw hole 23 of the nut member 19 from a screw insertion hole 32 of the hook member 21. The nut member 19 which is inserted through the through-hole 17 of the slab form 16 from above, and held at the backside of the slab form 16 by the spring member 20; and the screw member 22 screwed into the screw hole 23 of the nut member 19 from the screw insertion hole 32 of the hook member 21 which is locked to the void form base 11, thus fixing the void form base 11 to the slab form 16. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

この発明は、ボイドスラブを構築する場合に、鋼管などからなるボイド型枠を支持するため、スラブ型枠の上面に設置したボイド型枠架台を、スラブ型枠に対して固定化するためのボイド型枠架台の固定装置に関する。   The present invention, when constructing a void slab, in order to support a void mold frame made of steel pipe or the like, a void mold frame for fixing a void mold frame mount placed on the upper surface of the slab mold frame to the slab mold frame The present invention relates to a frame mount fixing device.

従来、コンクリートスラブの内部に鋼管などからなるボイド型枠を水平に埋設したボイドスラブを構築する一般的な方法は、図10に示すように、下部に下向きの軸1を固定したボイド型枠架台2を用い、予め貫通孔3を設けたスラブ型枠4の上面に前記ボイド型枠架台2を設置し、このボイド型枠架台2に設けた軸1を前記貫通孔3にスラブ型枠4の上面側から挿通して下面側に突出させ、スラブ型枠4の下面側において、軸1に螺合したナット5を締め付けたり、軸にクサビ形金具を打ち込むことで、ボイド型枠架台2をスラブ型枠4に引き寄せて固定化し、この状態でボイド型枠架台4の上にボイド型枠6を載置固定し、コンクリート7の打設によりボイド型枠6が浮力によって浮き上がらないようにしてボイドスラブを成形するようにしている。   Conventionally, a general method for constructing a void slab in which a void mold made of a steel pipe or the like is horizontally embedded in a concrete slab is as shown in FIG. The void type frame base 2 is installed on the upper surface of the slab mold frame 4 in which the through holes 3 are previously provided, and the shaft 1 provided on the void type frame base 2 is connected to the upper surface of the slab mold frame 4 in the through holes 3. The void form frame base 2 is slab type by inserting from the side and projecting to the lower surface side, and tightening the nut 5 screwed to the shaft 1 on the lower surface side of the slab mold frame 4 or driving a wedge-shaped metal fitting into the shaft. The void form 6 is placed and fixed on the void form frame base 4 in this state, and the void form frame 6 is formed by placing concrete 7 so that the void form frame 6 is not lifted by buoyancy. To do It is.

また、ボイドスラブを構築する他の方法として、ボイド型枠に断面下向きコ字状の型材を用い、これをスラブ型枠上に配置する方法(例えば特許文献1参照)や、スラブ型枠上に配置した軽量ボイド管の内部に水を注入して浮き上がりを防止した状態でコンクリートを打設する方法(例えば特許文献2参照)が提案されている。   In addition, as another method for constructing a void slab, a U-shaped section material having a downward cross-section is used for the void mold, and this is disposed on the slab mold (see, for example, Patent Document 1) or disposed on the slab mold. There has been proposed a method of placing concrete in a state where water is poured into the inside of the lightweight void pipe to prevent the concrete from being lifted (see, for example, Patent Document 2).

特公平6−27370号公報Japanese Patent Publication No. 6-27370 特開平9−310440号公報JP 9-310440 A

ところで、上記のような従来のボイド型枠架台の固定構造は、ボイド型枠架台を固定するためにスラブ型枠の上側での作業と下側での作業が必要になり、スラブ型枠の上側と下側に作業人員を配置しなければならないという不便がある。   By the way, the conventional structure for fixing the void type frame base as described above requires the work on the upper side and the lower side of the slab form frame to fix the void type frame base. And there is an inconvenience that you have to place work personnel on the lower side.

また、ボイド型枠架台の固定時に、スラブ型枠の下面側において、軸に螺合したナットを締め付けたり、軸にクサビ形金具を打ち込む作業は高所での作業になり、脚立に上っての作業はかなりの労力を要するだけでなく危険を伴う。   Also, when fixing the void formwork base, tightening the nut screwed to the shaft on the lower surface side of the slab formwork or driving the wedge-shaped metal fitting into the shaft is work at a high place, climbing up the stepladder This work is not only laborious but also dangerous.

また、下側の作業者が不用意に上記軸に接触した場合、予め、施工図面通りにボイド型枠架台を位置決めしたにもかかわらず、位置ずれを起こし、ボイド型枠架台を所定の位置に再配置しなければならず、無駄な作業時間を要することになる。   In addition, when the lower worker inadvertently contacts the shaft, the position of the void form frame base is shifted despite the positioning of the void form base in accordance with the construction drawings in advance. It has to be rearranged, and wasteful work time is required.

更に、ボイド型枠架台の位置調整時に、下の作業員は大きな声で上の作業員と連絡を取らなければならず、声が聞こえにくい場合に調整作業が行いにくいという問題がある。   Further, when adjusting the position of the void formwork frame, the lower worker must communicate with the upper worker with a loud voice, and there is a problem that adjustment work is difficult when the voice is difficult to hear.

また、特許文献1で示したボイドスラブの構築方法は、ボイド型枠の固定に鉄筋の埋設が必要になり、コンクリートの打設を二回に分けて行わなければならないので、工期が長くかかることになる。   Moreover, the construction method of the void slab shown in Patent Document 1 requires the embedding of reinforcing bars for fixing the void formwork, and the concrete construction must be performed in two steps, which requires a long construction period. Become.

上記特許文献2で示したボイドスラブの構築方法は、ボイド型枠内への水の注入や抜き取りの作業が必要になり、スラブ構築にこのような作業を行うのは実際に面倒であり、実用性に乏しいものである。   The method for constructing a void slab shown in Patent Document 2 requires the operation of injecting and extracting water into the void formwork, and it is actually troublesome to perform such an operation for constructing the slab. It is poor.

そこで、この発明の課題は、ボイド型枠架台のスラブ型枠への固定がスラブ型枠の上側からのみで行えるようにし、スラブ型枠上下での面倒くさい連絡を取る必要がなく、人員の削減と工期の短縮、人件費の削減及び作業の安全性向上が図れるボイド型枠架台の固定装置を提供することにある。   Therefore, the object of the present invention is to allow the void formwork frame to be fixed to the slab formwork only from the upper side of the slab formwork, eliminating the need for troublesome contact between the top and bottom of the slab formwork, and reducing the number of personnel. It is an object of the present invention to provide a void formwork frame fixing device capable of shortening the construction period, reducing labor costs, and improving work safety.

上記のような課題を解決するため、この発明は、スラブ型枠の上面に設置したボイド型枠架台を、このスラブ型枠に設けた貫通孔を用いてスラブ型枠に固定するボイド型枠架台の固定装置であり、前記スラブ型枠の貫通孔を通過させることができる幅と厚み及び、前記貫通孔の直径よりも長い長さを有し、長さ方向の中間部に厚みを貫通するようにねじ孔が設けられたナット部材と、小径側端部が貫通孔内に収まって前記ねじ孔よりも大径で、大径側端部が前記貫通孔よりも大径となり、引き伸ばすことで前記貫通孔を強制通過させることができるテーパー状に形成され、前記小径側端部をナット部材の一面側に前記ねじ孔と同軸心の配置で固定したバネ部材と、上部にボイド型枠架台へ係止するフック部と下部にねじ挿通孔が設けられたフック部材と、前記フック部材のねじ挿通孔からナット部材のねじ孔にねじ込むねじ部材とからなり、このねじ部材は、一端に頭部を有するねじ軸が、フック部材のねじ挿通孔に挿通した状態でスラブ型枠の裏面側に突出する長さを有し、前記ねじ軸の途中にねじ切り部と先端に回転工具の係合部が設けられているようにしたものである。   In order to solve the above-described problems, the present invention provides a void type frame base that fixes a void type frame base installed on the upper surface of a slab form frame to a slab type frame using a through hole provided in the slab type frame. A width and thickness capable of passing through the through-hole of the slab form, and a length longer than the diameter of the through-hole, so as to penetrate the thickness in the middle portion in the length direction. A nut member provided with a screw hole, and a small-diameter side end portion within the through-hole to have a larger diameter than the screw hole, and a large-diameter side end portion having a larger diameter than the through-hole. A spring member that is formed in a taper shape that can pass through a through hole and that has a small diameter side end fixed to one side of the nut member in a coaxial arrangement with the screw hole, and an upper portion that engages with a void type frame base. A hook part with a screw hole and a screw insertion hole at the bottom. And a screw member that is screwed into the screw hole of the nut member from the screw insertion hole of the hook member. The screw member has a screw shaft having a head at one end inserted into the screw insertion hole of the hook member. And a length that protrudes toward the back side of the slab formwork, and a threaded portion is provided in the middle of the screw shaft, and an engaging portion of the rotary tool is provided at the tip.

上記ナット部材は、スラブ型枠の裏面に対する接触面が平坦となるよう厚み方向の断面が半円形となり、前記接触面に、回転防止用の突起と、ねじ孔の周囲を囲むバネ部材結合部が設けられているようにしたり、上記バネ部材は、金属線を左巻きしたコイルバネで形成されているようにすることができる。   The nut member has a semi-circular cross section in the thickness direction so that the contact surface with the back surface of the slab form is flat, and the contact surface has a protrusion for preventing rotation and a spring member coupling portion surrounding the screw hole. It can be provided, or the spring member can be formed of a coil spring in which a metal wire is wound counterclockwise.

更に、上記ねじ部材は、頭部が多角形となり、ねじ軸の途中に設けたねじ切り部が、フック部材のねじ挿通孔に挿通した状態で、スラブ型枠の上面に等しいかそれよりも上に位置するように設定されている構造とすることができる。   Further, the screw member has a polygonal head portion, and a threaded portion provided in the middle of the screw shaft is inserted into the screw insertion hole of the hook member and is equal to or above the upper surface of the slab formwork. It can be set as the structure set so that it may be located.

ここで、上記ボイド型枠架台は、金属線材を例えば半円弧状に加工した受け部材の下部両側の位置に同じく金属線材を用いた二又の支持脚をそれぞれ溶接した構造を有し、受け部材に載置したボイド型枠は、スラブ型枠の上に所定高さで配置され、両端を受け部材に固定した線材で上から押さえ込むようにして固定するようになっている。   Here, the above-mentioned void type frame mount has a structure in which a bifurcated support leg using the same metal wire is welded to each position on both sides of the lower part of the receiving member obtained by processing the metal wire into, for example, a semicircular arc shape. The void mold placed on the slab mold is arranged at a predetermined height on the slab mold, and is fixed so as to be pressed from above with a wire fixed to the receiving member at both ends.

上記フック部材は、帯板状の金属板を用いた縦板の上端に一面側へ屈曲するフック部と、下端に他面側へ折れ曲がる屈曲片を設けて形成され、前記フック部を上記ボイド型枠架台における受け部材の下部中央位置に係止した吊下げ状態で、屈曲片はスラブ型枠の上面よりも上に位置するような上下寸法になっており、この屈曲片にねじ挿通孔が設けられている。   The hook member is formed by providing a hook portion that bends to one side at the upper end of a vertical plate using a strip-shaped metal plate and a bent piece that bends to the other side at the lower end, and the hook portion is formed as the void type. The bent piece has a vertical dimension so that it is positioned above the upper surface of the slab mold frame in a suspended state that is locked at the lower center position of the receiving member in the frame base, and a screw insertion hole is provided in the bent piece. It has been.

また、上記ナット部材は、スラブ型枠の貫通孔に対して半分程度となる断面半円状の棒状で両端が半球形状となり、弧状となる外面には長さ方向に沿う複数のリブが形成され、強度の向上を図ると同時に、スラブ型枠の貫通孔に挿通したとき、貫通孔の内周面との接触面積を少なくし、貫通孔に対する通過が円滑に得られるようになっている。   Further, the nut member has a semicircular cross-sectional rod shape that is about half of the through-hole of the slab form frame, and both ends have a hemispherical shape, and a plurality of ribs along the length direction are formed on the arc-shaped outer surface. At the same time as improving the strength, when inserted into the through hole of the slab formwork, the contact area with the inner peripheral surface of the through hole is reduced, and the passage through the through hole can be obtained smoothly.

この発明によると、スラブ型枠上へのボイド型枠架台の固定が、型枠の上面側からの作業だけで行えるようになり、スラブ型枠上下での面倒くさい連絡を取る必要がなく、一人の作業員で固定作業が行えるので、ボイドスラブ構築に要する人員の削減と工期の短縮、人件費の削減及び作業の安全性向上が図れる。   According to the present invention, it becomes possible to fix the void formwork frame on the slab formwork only by the work from the upper surface side of the formwork, and it is not necessary to make troublesome contact between the upper and lower sides of the slab formwork. Since the worker can perform the fixing work, it is possible to reduce the number of workers required to construct the void slab, shorten the construction period, reduce the labor cost, and improve the safety of the work.

また、ボイド型枠架台の固定時において、スラブ型枠下面での高所作業が不要になり、上側からのみの作業となり、安全性の向上だけでなく作業の効率化と納期の短縮化が可能になる。   In addition, when the void formwork frame is fixed, it is not necessary to work on the lower part of the slab formwork and work is done only from the upper side, which not only improves safety but also improves work efficiency and shortens delivery time. become.

更に、ねじ部材の軸部をスラブ型枠の上面で折り取ることができるので、スラブ型枠解体後におけるスラブ下面の処理作業が容易となると共に、ナット部材が突起を有しているので、スラブ型枠に必要以上の傷を与えず、長期に渡りスラブ型枠の再利用を可能とすることができる。   Further, since the shaft portion of the screw member can be folded at the upper surface of the slab formwork, the processing work on the lower surface of the slab after disassembling the slab formwork becomes easy, and the nut member has a protrusion, so that the slab The slab formwork can be reused for a long time without damaging the formwork more than necessary.

(a)はこの発明に係る固定装置を示す分解斜視図、(b)は固定装置の組立てた状態を示す拡大した縦断側面図(A) is an exploded perspective view showing a fixing device according to the present invention, (b) is an enlarged vertical side view showing the assembled state of the fixing device. ボイド型枠架台を示す斜視図Perspective view showing the void formwork mount 固定装置を用いてボイド型枠架台をボイド型枠に固定した状態を示す縦断正面図Longitudinal front view showing a state where the void formwork frame is fixed to the void formwork using a fixing device 図3の矢印A−Aに沿う縦断側面図Longitudinal side view along arrow AA in FIG. (a)は固定装置におけるナット部材とバネ部材を結合するバネ部材結合部の第1の例を示す拡大した縦断面図、(b)はバネ部材結合部の第2の例を示す拡大した縦断面図、(c)はバネ部材結合部の第3の例を示す拡大した縦断面図(A) is the expanded longitudinal cross-sectional view which shows the 1st example of the spring member coupling | bond part which couple | bonds the nut member and spring member in a fixing device, (b) is the expanded longitudinal section which shows the 2nd example of a spring member coupling | bond part. FIG. 4C is an enlarged longitudinal sectional view showing a third example of the spring member coupling portion. (a)はスラブ型枠の貫通孔にナット部材とバネ部材を差込んだ状態の縦断面図、(b)はスラブ型枠上のボイド型枠架台に係止したフック部材のねじ挿通孔にねじ部材を挿通し、これをナット部材のねじ孔にねじ込む状態を示す縦断面図、(c)はねじ部材をねじ込んでボイド型枠架台を固定した状態を示す縦断面図(A) is a longitudinal cross-sectional view of a state in which a nut member and a spring member are inserted into a through hole of a slab mold, and (b) is a screw insertion hole of a hook member that is locked to a void type frame mount on the slab mold. The longitudinal cross-sectional view which shows the state which penetrates a screw member and screws this into the screw hole of a nut member, (c) is a longitudinal cross-sectional view which shows the state which screwed the screw member and fixed the void type frame stand (a)はボイド型枠架台にボイド型枠を固定した状態を示す縦断面図、(b)はスラブ型枠上にコンクリート打設した状態を示す縦断面図(A) is a longitudinal sectional view showing a state where the void formwork is fixed to the void formwork mount, and (b) is a longitudinal sectional view showing a state where the concrete is placed on the slab formwork. (a)はねじ部材の先端に回転工具を結合した状態を示す縦断面図、(b)はねじ部材のねじ軸を切り取った状態を示す縦断面図(A) is a longitudinal cross-sectional view which shows the state which couple | bonded the rotary tool with the front-end | tip of a screw member, (b) is a longitudinal cross-sectional view which shows the state which cut off the screw shaft of the screw member 切り取ったねじ部材のねじ軸とナット部材をスラブ型枠から取り除いた状態を示す縦断面図Longitudinal sectional view showing a state where the screw shaft and nut member of the cut screw member are removed from the slab formwork 従来の固定装置を用いてボイド型枠架台をスラブ型枠に固定した状態を示す縦断正面図A longitudinal front view showing a state in which a void formwork frame is fixed to a slab formwork using a conventional fixing device.

以下、この発明の実施の形態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.

図2は、ボイドスラブを構築する鋼管等のボイド型枠をスラブ型枠の上面に配置するボイド型枠架台11を示し、金属線材を半円弧状に加工した受け部材12の下部両側の位置に同じく金属線材を用いた二又の支持脚13をそれぞれ溶接した構造を有し、受け部材12に載置したボイド型枠14は、スラブ型枠の上に所定高さで配置され、両端を受け部材に固定した線材15等で上から押さえ込むようにして固定するようになっている。   FIG. 2 shows a void type frame base 11 in which a void type frame such as a steel pipe for constructing a void slab is arranged on the upper surface of the slab type frame. A void mold 14 placed on a receiving member 12 is arranged at a predetermined height on a slab mold, and has both ends receiving members. It is fixed so as to be pressed down from above with a wire 15 or the like fixed to the wire.

図3と図4のように、上記ボイド型枠架台11をスラブ型枠16の上に固定するため、スラブ型枠16には、ボイド型枠架台11を配置する位置に予め所定の直径の貫通孔17が設けられている。   As shown in FIGS. 3 and 4, in order to fix the void form frame base 11 on the slab form frame 16, the slab form frame 16 has a predetermined diameter in advance at a position where the void form frame base 11 is disposed. A hole 17 is provided.

なお、ナット部材19と貫通孔17の最も好ましい関係は、貫通孔17へナット部材19を通過させるための互いの最小の隙間を0.4mmとすることである。これは、ナット部材19の剛性や、ボイド型枠架台11を固定するための強度を最大限に引き出し、且つ、コンクリート打設後、より広い面積で貫通孔17を塞ぐことにより、コンクリート等の流出を防ぐ効果が向上するためである。   The most preferable relationship between the nut member 19 and the through-hole 17 is that the minimum gap between the nut member 19 and the through-hole 17 is 0.4 mm. This is because the rigidity of the nut member 19 and the strength for fixing the void-type frame base 11 are drawn out to the maximum, and after the concrete is placed, the through-holes 17 are closed over a wider area, thereby allowing the concrete to flow out. This is because the effect of preventing the phenomenon is improved.

上記ボイド型枠架台11をスラブ型枠16の上に固定する固定装置18は、図1のように、前記コンクリート型枠16の貫通孔17に挿通するナット部材19と、このナット部材19の一面側に固定したバネ部材20と、前記ボイド型枠架台11へ係止するフック部材21と、前記フック部材21とナット部材19を結合するねじ部材22とで構成されている。   As shown in FIG. 1, a fixing device 18 that fixes the void formwork base 11 on the slab formwork 16 includes a nut member 19 inserted into the through hole 17 of the concrete formwork 16, and one surface of the nut member 19. The spring member 20 is fixed to the side, the hook member 21 is engaged with the void-type frame base 11, and the screw member 22 is coupled to the hook member 21 and the nut member 19.

上記ナット部材19は、スラブ型枠16の貫通孔17を通過させることができる幅と厚み及び、前記貫通孔17の直径よりも長い長さを有し、長さ方向の中間部に厚みを貫通するようにねじ孔23が設けられている。   The nut member 19 has a width and thickness through which the through-hole 17 of the slab mold 16 can pass and a length longer than the diameter of the through-hole 17, and penetrates the thickness in the middle portion in the length direction. Thus, a screw hole 23 is provided.

このナット部材19は、スラブ型枠16の貫通孔17に対して直径の半分程度となる断面半円状の棒状で両端が半球形状となり、弧状となる外面には長さ方向に沿う複数のリブ24が形成され、強度の向上を図ると同時に、スラブ型枠16の貫通孔17に挿通したとき、貫通孔17の内周面との接触面積を少なくし、貫通孔17に対する通過が円滑に得られるようになっている。   The nut member 19 has a semicircular cross-sectional rod shape that is about half the diameter with respect to the through-hole 17 of the slab mold 16 and has a hemispherical shape at both ends. A plurality of ribs along the length direction are formed on the arcuate outer surface. 24 is formed to improve the strength, and at the same time, when inserted into the through hole 17 of the slab mold 16, the contact area with the inner peripheral surface of the through hole 17 is reduced, and the passage through the through hole 17 is smoothly obtained. It is supposed to be.

上記ナット部材19は、スラブ型枠16の裏面に対して接触する面が平坦面19aとなり、この平坦面19aには、両端部の位置に、スラブ型枠の下面に食い込む回転防止用の突起25と、ねじ孔23の周囲を囲むようにバネ部材結合部26が設けられている。   The nut member 19 has a flat surface 19a that comes into contact with the back surface of the slab mold frame 16, and the flat surface 19a has anti-rotation projections 25 that bite into the bottom surface of the slab mold frame at both end positions. And the spring member coupling | bond part 26 is provided so that the circumference | surroundings of the screw hole 23 may be enclosed.

このような構成によって、ねじ部材22の螺入に伴うナット部材19の共回りを抑止することが可能となる。換言すれば、スラブ型枠16の下面への食い込みによって、施工失敗の抑止効果と共に、スラブ型枠16は最小限の傷のみで済むことになり、長期にわたりスラブ型枠16の再利用が可能となる。   With such a configuration, it is possible to prevent the nut member 19 from rotating together with the screw member 22 being screwed. In other words, by biting into the lower surface of the slab form 16, the slab form 16 can be reused over a long period of time, with the effect of preventing construction failure and requiring only minimal scratches. Become.

また、ねじ孔23の周囲を囲むバネ部材結合部26を設けることで挿通後、スラブ型枠16の貫通孔内周に該バネ部材結合部26が収容され、貫通孔17の軸芯とナット部材のねじ孔23の軸芯が近づき、且つ、上面側にねじ孔23の開口が近づくことで、施工時のねじ部材22の螺入を円滑にすることが可能となる。   Further, by providing a spring member coupling portion 26 surrounding the periphery of the screw hole 23, the spring member coupling portion 26 is accommodated on the inner periphery of the through hole of the slab mold 16, and the shaft core and the nut member of the through hole 17 are accommodated. When the shaft core of the screw hole 23 approaches and the opening of the screw hole 23 approaches the upper surface side, the screw member 22 can be smoothly screwed in during construction.

上記バネ部材20の一例では、金属線を左巻きしたテーパー状の金属線が密着したコイルバネで形成され、小径側端部が貫通孔17内に収まって前記ねじ孔23よりも大径で、大径側端部が前記貫通孔17よりも少し大径となり、引き伸ばすことで前記貫通孔17を強制通過させることができるようになっており、前記小径側端部をナット部材19の平坦面19a側にバネ部材結合部26で前記ねじ孔23と同軸心の配置で固定されている。   In an example of the spring member 20, the metal wire is formed by a coil spring in which a taper-shaped metal wire that is wound to the left is in close contact, and a small-diameter side end is accommodated in the through-hole 17 and has a larger diameter than the screw hole 23. The side end portion has a slightly larger diameter than the through-hole 17 and can be forced to pass through the through-hole 17 by stretching, and the small-diameter side end portion is placed on the flat surface 19 a side of the nut member 19. The spring member coupling portion 26 is fixed in a coaxial arrangement with the screw hole 23.

このような構成とすることで、ねじ部材22をナット部材19に押し込む際、ねじ部材22がテーパー内面を滑るようにして押し込まれ、ねじ部材22の軸芯とナット部材19の軸芯が最終的に合致することになり、螺合の失敗がない。   With this configuration, when the screw member 22 is pushed into the nut member 19, the screw member 22 is pushed so as to slide on the inner surface of the taper, and the shaft core of the screw member 22 and the shaft core of the nut member 19 are finally formed. Therefore, there is no screwing failure.

図5(a)乃至(c)は、上記バネ部材結合部の異なった例を示し、図5(a)に示す第1の例のバネ部材結合部26は、ナット部材19の平坦面19aでねじ孔23の周囲に外筒27と内筒28をねじ孔23と同軸心の配置で突設し、バネ部材20の小径側端部を外筒27と内筒28の間に納め、内筒28の上端を外方に折り曲げることで、バネ部材20をナット部材19に固定するようになっている。   FIGS. 5A to 5C show different examples of the spring member coupling portion, and the spring member coupling portion 26 of the first example shown in FIG. 5A is a flat surface 19 a of the nut member 19. An outer cylinder 27 and an inner cylinder 28 are provided around the screw hole 23 so as to be coaxial with the screw hole 23, and a small diameter side end of the spring member 20 is placed between the outer cylinder 27 and the inner cylinder 28. The spring member 20 is fixed to the nut member 19 by bending the upper end of 28 outward.

このようにすることで、ねじ部材22をナット部材19に押し込む際、上端が外方に折り曲げられたことにより、なめらかな傾斜面を形成され、ねじ部材22がナット部材19に平面的に衝突することも無く、螺合に手間取ることがない。またバネ部材20とナット部材19が物理的に固定され、螺合時にバネ部材20がナット部材19から外れることを防ぐことも可能となる。   By doing so, when the screw member 22 is pushed into the nut member 19, a smooth inclined surface is formed by bending the upper end outward, and the screw member 22 collides with the nut member 19 in a plane. There is nothing, and it does not take time for screwing. Further, the spring member 20 and the nut member 19 are physically fixed, and it is possible to prevent the spring member 20 from being detached from the nut member 19 at the time of screwing.

図5(b)の第2の例のバネ部材結合部26は、ナット部材19の平坦面19aでねじ孔23の周囲に円筒29をねじ孔23と同軸心の配置で突設し、この円筒29の外周で根元の位置に周溝30を設け、バネ部材20の小径側端部を円筒29に外嵌して端部を周溝30へ弾力的に嵌め合わせることにより、バネ部材20をナット部材19に固定するようになっている。   In the spring member coupling portion 26 of the second example of FIG. 5B, a cylinder 29 protrudes from the flat surface 19 a of the nut member 19 around the screw hole 23 so as to be coaxial with the screw hole 23. A circumferential groove 30 is provided at the root position on the outer periphery of 29, the small diameter side end portion of the spring member 20 is externally fitted to the cylinder 29, and the end portion is elastically fitted to the circumferential groove 30, whereby the spring member 20 is attached to the nut. It is fixed to the member 19.

このようにすることで、バネ部材20とナット部材19の組み立てが容易になると共に、バネ部材20とナット部材19が物理的に固定され、螺合時にバネ部材20がナット部材19から外れることを防ぐことも可能となる。   By doing so, the assembly of the spring member 20 and the nut member 19 is facilitated, the spring member 20 and the nut member 19 are physically fixed, and the spring member 20 is detached from the nut member 19 during screwing. It can also be prevented.

図5(c)の第3の例のバネ部材結合部26は、ナット部材19の平坦面19aでねじ孔23の周囲に上端が大径となるテーパー筒31をねじ孔23と同軸心の配置で突設し、バネ部材20の小径側端部をテーパー筒31へ弾力的に嵌め合わせることにより、バネ部材20をナット部材19に固定するようになっている。   In the spring member coupling portion 26 of the third example of FIG. 5C, a tapered cylinder 31 having a large upper end around the screw hole 23 on the flat surface 19 a of the nut member 19 is arranged coaxially with the screw hole 23. The spring member 20 is fixed to the nut member 19 by elastically fitting the small diameter side end of the spring member 20 to the tapered cylinder 31.

このようにすることで、バネ部材20とナット部材19の係止面積が拡大し、螺合時にバネ部材20がナット部材19から外れるにくくなるとともに、スラブ型枠16の貫通孔17へ通過させる場合、バネ部材20は伸びるが、テーパー状にナット部材19に巻き付けられているので伸びによる局部的な応力集中を防ぐことが可能となり、挿通後のバネの伸びきりを防ぐことが可能となる。   By doing in this way, when the latching area of the spring member 20 and the nut member 19 expands, it becomes difficult for the spring member 20 to remove | deviate from the nut member 19 at the time of screwing, and when letting it pass to the through-hole 17 of the slab formwork 16 The spring member 20 extends, but since it is wound around the nut member 19 in a tapered shape, it is possible to prevent local stress concentration due to the extension, and it is possible to prevent the spring from being fully extended after insertion.

上記した各バネ部材結合部26は、スラブ型枠16の貫通孔17内に収まる外径に設定され、ナット部材19に固定したバネ部材20は、大径端が貫通孔17よりも大径になっているので、ナット部材19を縦にしてスラブ型枠16の上面から貫通孔17を通過させても、バネ部材20が抜け止めとなり、スラブ型枠19の裏面側に落下することはない。   Each of the spring member coupling portions 26 described above is set to an outer diameter that can be accommodated in the through hole 17 of the slab mold 16, and the spring member 20 fixed to the nut member 19 has a larger diameter end larger than the through hole 17. Therefore, even if the nut member 19 is placed vertically and passed through the through hole 17 from the upper surface of the slab mold 16, the spring member 20 is prevented from coming off and does not fall to the back side of the slab mold 19.

上記フック部材21は、帯板状の金属板を用い、縦板21aの上端にボイド型枠架台11へ係止するため、一面側へ屈曲するフック部21bと、下端に他面側へ折れ曲がる屈曲片21cを設けて形成され、前記フック部21bを前記ボイド型枠架台11における受け部材12の下部中央位置に係止した吊下げ状態で、屈曲片21cはスラブ型枠16の上面よりも上に位置するような上下寸法になっており、この屈曲片21cにねじ挿通孔32が設けられている。   The hook member 21 uses a strip-shaped metal plate, and is hooked to the void-type frame base 11 at the upper end of the vertical plate 21a, so that the hook portion 21b bends to one side and the bend to bend to the other side at the lower end. The bent piece 21 c is formed above the upper surface of the slab mold 16 in a suspended state in which the hook 21 b is locked to the lower center position of the receiving member 12 in the void mold frame base 11. The vertical dimension is such that it is positioned, and a screw insertion hole 32 is provided in the bent piece 21c.

なお、フック部21b、屈曲片21cとも強度向上を目的とし補強用リブを設けておくことが好ましい。この構成で最も重要なことは、フック部21bと屈曲片21cが互いに離れるように配置していることにある。なぜならば、互いに離れるように位置させたことで、ねじ部材22の螺入が進み、ナット部材19がスラブ型枠に密着後、さらに螺入を進めた時に、ねじ部材22のねじ軸34をねじ切り部から湾曲させることが可能となるためである。この湾曲はフック部21bと屈曲片21cを互いに離れるように位置させたことで回転モーメントが発生するためである。   Note that it is preferable to provide reinforcing ribs for the purpose of improving the strength of both the hook portion 21b and the bent piece 21c. The most important thing in this configuration is that the hook portion 21b and the bent piece 21c are arranged so as to be separated from each other. This is because when the screw member 22 is positioned so as to be separated from each other, the screw member 22 is threaded, and after the nut member 19 is in close contact with the slab formwork, the screw shaft 34 of the screw member 22 is threaded. This is because it can be bent from the portion. This is because the bending occurs because the hook portion 21b and the bent piece 21c are positioned so as to be separated from each other.

なお、ねじ軸34が湾曲させることで後述するねじ軸34を千切る際、回り止め効果が高くなる。   In addition, when the screw shaft 34 to be described later is cut off by curving the screw shaft 34, the effect of preventing rotation is enhanced.

上記ねじ部材22は、一端に頭部33を有するねじ軸34が、フック部材21のねじ挿通孔32に挿通した状態でスラブ型枠16の裏面側に所定長さ突出する長さを有し、前記ねじ軸34の途中にねじ切り部35と先端に回転工具の係合部36が設けられている。   The screw member 22 has a length such that a screw shaft 34 having a head 33 at one end protrudes a predetermined length from the back side of the slab mold 16 in a state where the screw shaft 34 is inserted into the screw insertion hole 32 of the hook member 21. A threaded portion 35 is provided in the middle of the screw shaft 34 and an engaging portion 36 of a rotary tool is provided at the tip.

このねじ部材22は、ねじ軸34の雄ねじがナット部材19のねじ孔23に螺合するように設定され、頭部33がコンクリート硬化後の回り止めのために六角等の多角形に形成され、ねじ切り部35はねじ軸34にV字状の周溝を切削してねじ軸34を部分的に細径にすることにより形成され、ねじ切り部35の頭部33からの位置は、フック部材21の屈曲片21cに設けたねじ挿通孔32に挿通してスラブ型枠16を貫通させた状態で、スラブ型枠16の上面に等しいかそれよりも上に位置するように設定されている。   The screw member 22 is set so that the male screw of the screw shaft 34 is screwed into the screw hole 23 of the nut member 19, and the head 33 is formed in a polygon such as a hexagon to prevent rotation after the concrete is hardened, The threaded portion 35 is formed by cutting a V-shaped circumferential groove on the screw shaft 34 to partially reduce the diameter of the screw shaft 34, and the position of the threaded portion 35 from the head 33 is located on the hook member 21. It is set to be equal to or above the upper surface of the slab mold 16 in a state where the slab mold 16 is inserted through the screw insertion hole 32 provided in the bent piece 21c.

また、ねじ軸34の先端部に設けた回転工具の係合部36は、軸心を挟む両側を平坦面に切削して5mm以上の長さを有する小判形にすることにより形成され、回転工具38を係合してねじ軸34に回転力を加えることができるようになっている。なお、先端部は小判形のみならず、工具が係合できるように多角形形状としても良い。   Further, the rotary tool engaging portion 36 provided at the tip of the screw shaft 34 is formed by cutting both sides sandwiching the shaft center into a flat surface to form an oval having a length of 5 mm or more. 38 is engaged so that a rotational force can be applied to the screw shaft 34. It should be noted that the tip is not limited to an oval shape but may be a polygonal shape so that a tool can be engaged.

この発明の固定装置18は、上記のような構成であり、次に、この固定装置18を用いたボイドスラブの構築方法を説明する。   The fixing device 18 of the present invention is configured as described above. Next, a method for constructing a void slab using the fixing device 18 will be described.

図6(a)のように、スラブ型枠16のボイド型枠架台11を固定せんとする位置に予め貫通孔17を穿設しておき、スラブ型枠16の上面から貫通孔17に、長さ方向を縦にしたナット部材19と、このナット部材19の平坦面19aに重なるように変形させたバネ部材20を差込み、ナット部材19をねじ部材22の先端で押し込むことにより、ナット部材19をスラブ型枠16の裏面側に通過させる。   As shown in FIG. 6A, a through-hole 17 is previously drilled at a position where the void-type frame base 11 of the slab mold 16 is fixed, and a long hole is formed from the upper surface of the slab mold 16 to the through-hole 17. A nut member 19 having a vertical direction and a spring member 20 deformed so as to overlap the flat surface 19a of the nut member 19 are inserted, and the nut member 19 is pushed in at the tip of the screw member 22, whereby the nut member 19 is It passes through the back side of the slab formwork 16.

このとき、バネ部材20は、貫通孔17に収まるように変形して引き伸ばされるが、大径端部をスラブ型枠16の上面に残しておくことにより、ナット部材19をスラブ型枠16の裏面側に通過させても、バネ部材20は貫通孔17を通過することはなく、従って、ナット部材19をスラブ型枠16の裏面側に落下させることはない。   At this time, the spring member 20 is deformed and stretched so as to be accommodated in the through-hole 17, but by leaving the large-diameter end portion on the upper surface of the slab mold 16, the nut member 19 is placed on the back surface of the slab mold 16. The spring member 20 does not pass through the through hole 17 even if it is passed to the side, and therefore the nut member 19 is not dropped to the back side of the slab mold 16.

上記ナット部材19の全長が貫通孔17を通過すると、バネ部材20は自身の弾性でテーパーコイル状に復元して収縮し、その大径端部が貫通孔17の上端に係合して下方への抜け止めとなり、ナット部材19を中央の位置で引き上げることになり、このため、ナット部材19は、水平状態となってその平坦面19aがスラブ型枠16の裏面に圧接し、ねじ孔23が貫通孔17と同軸心の状態となる。   When the entire length of the nut member 19 passes through the through hole 17, the spring member 20 is restored to a tapered coil shape by its own elasticity and contracts, and its large diameter end engages with the upper end of the through hole 17 and moves downward. Therefore, the nut member 19 is pulled up at the center position. Therefore, the nut member 19 is in a horizontal state, the flat surface 19a is pressed against the back surface of the slab mold 16, and the screw hole 23 is formed. A state of being coaxial with the through hole 17 is obtained.

このように、スラブ型枠16に対するナット部材19の取付けは、スラブ型枠16の上面から一人の作業員によって行えることになる。   As described above, the nut member 19 can be attached to the slab mold 16 by one worker from the upper surface of the slab mold 16.

次に、スラブ型枠16の上面で貫通孔17の近接位置にボイド型枠架台11を載置し、図6(b)のように、上端のフック部21bをボイド型枠架台11の受け部材12に係止したフック部材21のねじ挿通孔32が貫通孔17の直上になるよう、ボイド型枠架11の位置を決め、フック部材21のねじ挿通孔32に上から差込んだねじ部材22のねじ軸34を、貫通孔17内に納まるバネ部材20の内部に挿入し、このねじ部材22を回転させることでねじ軸34をナット部材19のねじ孔23にねじ込む。   Next, the void type frame base 11 is placed on the upper surface of the slab form frame 16 at a position close to the through hole 17, and the upper end hook portion 21 b is placed on the receiving member of the void type frame base 11 as shown in FIG. The position of the void frame 11 is determined so that the screw insertion hole 32 of the hook member 21 locked to the position 12 is directly above the through hole 17, and the screw member 22 inserted from above into the screw insertion hole 32 of the hook member 21. The screw shaft 34 is inserted into the spring member 20 accommodated in the through-hole 17, and the screw shaft 34 is screwed into the screw hole 23 of the nut member 19 by rotating the screw member 22.

図6(c)のように、ねじ部材22をナット部材19のねじ孔23にねじ込むと、ナット部材19はスラブ型枠16に引き寄せられ、平坦面19aがスラブ型枠16の裏面に圧接すると同時に、フック部材21と共にボイド型枠架台11が引き下げられ、ボイド型枠架台11がスラブ型枠16の上に固定化される。   When the screw member 22 is screwed into the screw hole 23 of the nut member 19 as shown in FIG. 6C, the nut member 19 is attracted to the slab mold 16 and the flat surface 19a is pressed against the back surface of the slab mold 16 at the same time. The void-type frame base 11 is pulled down together with the hook member 21, and the void-type frame base 11 is fixed on the slab form frame 16.

このとき、スラブ型枠16の裏面に圧接するねじ部材19の平坦面19aに突起25が設けてあるので、これがスラブ型枠16の裏面に食い込み、ねじ部材22のねじ込み時にナット部材19が共回りするのを防ぎ、ねじ部材22のねじ込みが支障なく行えるようになっていると共に、前記バネ部材20は左巻きのテーパーコイルに形成されているので、右ねじのねじ部材22をナット部材19のねじ孔23にねじ込むとき、ねじ部材22でバネ部材20が巻き絞められてねじ部材22のねじ込みが不能になるのを防ぐことができる。   At this time, since the protrusion 25 is provided on the flat surface 19a of the screw member 19 that is pressed against the back surface of the slab mold 16, this bites into the back surface of the slab mold 16, and the nut member 19 rotates together when the screw member 22 is screwed. And the screw member 22 can be screwed in without any trouble, and since the spring member 20 is formed in a left-handed taper coil, the screw member 22 of the right screw is used as the screw hole of the nut member 19. When the screw member 22 is screwed, it is possible to prevent the screw member 22 from being screwed and tightened and the screw member 22 from being disabled.

また、ねじ部材22の螺入に伴う右回転の力がナット部材19に作用しても、ナット部材19はスラブ型枠16から離れることが無いように(右巻きの場合、ねじ螺入方向にナット部材が共回りしながら螺旋回転移動して下側面方向に動いてゆく)バネ部材20を左巻きとしていることで、ナット部材19はスラブ型枠16に近寄るようになり、ねじ部材22の螺入を円滑にすることが可能となり、施工性を向上することが可能となる。   Further, even if the rightward rotation force accompanying the screwing of the screw member 22 acts on the nut member 19, the nut member 19 is not separated from the slab formwork 16 (in the case of right-handed winding, in the screw screwing direction). The nut member 19 comes close to the slab mold 16 by screwing the screw member 22 into the slab mold 16 by turning the spring member 20 counterclockwise. It becomes possible to improve the workability.

上記のように、スラブ型枠16上にボイド型枠架台11を固定化すると、図7(a)のように、ボイド型枠架台11上にボイド型枠14を載置してこのボイド型枠架台11に固定化し、この状態で図7(b)のように、スラブ型枠16上にコンクリート37を打設してボイドスラブを形成する。   As described above, when the void formwork base 11 is fixed on the slab formwork 16, the void formwork 14 is placed on the void formwork base 11 as shown in FIG. It fixes to the mount frame 11, and in this state, as shown in FIG.7 (b), the concrete 37 is cast on the slab formwork 16, and a void slab is formed.

ボイド型枠14は、両端が閉鎖された内部が中空になっているので、コンクリート37の打設時に浮力を生じることになるが、ボイド型枠架台11と固定装置18を介してスラブ型枠16上に固定されているので、浮力による浮き上がりの発生はなく、所定の位置にボイドを備えたボイドスラブを構築することができる。   Since the void form 14 has a hollow interior with both ends closed, buoyancy is generated when the concrete 37 is placed. However, the slab form 16 is provided via the void form frame mount 11 and the fixing device 18. Since it is fixed above, there is no occurrence of lifting due to buoyancy, and a void slab having a void at a predetermined position can be constructed.

ボイドスラブのコンクリート37が凝固すると、図8(a)のように、スラブ型枠16の下面に突出しているねじ部材22の係合部36に対して回転工具38を係合させ、このねじ部材22のねじ軸34に回転力を加えると、頭部33がコンクリート37内に埋まること及びねじ軸34が湾曲することで回り止めとなるねじ部材22は、ねじ軸34に設けたねじ切り部35に負荷が加わることで、ねじ軸34はねじ切り部35の部分が千切れることになる。   When the void slab concrete 37 is solidified, the rotary tool 38 is engaged with the engaging portion 36 of the screw member 22 protruding from the lower surface of the slab form 16 as shown in FIG. When the rotational force is applied to the screw shaft 34, the screw member 22 that is prevented from rotating by the head 33 being embedded in the concrete 37 and the screw shaft 34 being curved is loaded on the threaded portion 35 provided on the screw shaft 34. As a result, the threaded portion 35 of the screw shaft 34 is cut off.

ねじ切り部35の部分が千切れると、図8(b)のように、回転工具38を撤去し、ねじ軸34の先端を手で引き下げると、貫通孔17からねじ軸34のねじ切れた先端側とバネ部材20が引き出され、最終的にバネ部材20の大径端が貫通孔17から抜け出るように引っ張れば、図9のように、ねじ軸34のねじ切れた先端側とバネ部材20をスラブ型枠16から離脱させることができ、これによって、スラブ型枠16にボイド型枠架台11を固定する部分がなくなり、スラブ型枠16の解体作業が支障なく行えることになる。   When the threaded portion 35 is broken, as shown in FIG. 8B, when the rotary tool 38 is removed and the tip of the screw shaft 34 is pulled down by hand, the threaded tip side of the screw shaft 34 is removed from the through hole 17. When the spring member 20 is pulled out and finally pulled so that the large-diameter end of the spring member 20 comes out of the through-hole 17, the threaded tip end side of the screw shaft 34 and the spring member 20 are slabded as shown in FIG. The slab mold 16 can be detached from the slab mold 16, and the slab mold 16 can be disassembled without any trouble.

11 ボイド型枠架台
12 受け部材
13 支持脚
14 ボイド型枠
15 線材
16 スラブ型枠
17 貫通孔
18 固定装置
19 ナット部材
20 バネ部材
21 フック部材
22 ねじ部材
23 ねじ孔
24 リブ
25 回転防止用の突起
26 バネ部材結合部
27 外筒
28 内筒
29 円筒
30 周溝
31 テーパー筒
32 ねじ挿通孔
33 頭部
34 ねじ軸
35 ねじ切り部
36 係合部
DESCRIPTION OF SYMBOLS 11 Void type frame mount 12 Receiving member 13 Support leg 14 Void type frame 15 Wire material 16 Slab type frame 17 Through-hole 18 Fixing device 19 Nut member 20 Spring member 21 Hook member 22 Screw member 23 Screw hole 24 Rib 25 Protrusion for rotation prevention 26 Spring member coupling part 27 Outer cylinder 28 Inner cylinder 29 Cylinder 30 Circumferential groove 31 Tapered cylinder 32 Screw insertion hole 33 Head 34 Screw shaft 35 Thread cutting part 36 Engagement part

Claims (4)

スラブ型枠の上面に設置したボイド型枠架台を、このスラブ型枠に設けた貫通孔を用いてスラブ型枠に固定するボイド型枠架台の固定装置であり、
前記スラブ型枠の貫通孔を通過させることができる幅と厚み及び、前記貫通孔の直径よりも長い長さを有し、長さ方向の中間部に厚みを貫通するようにねじ孔が設けられたナット部材と、
小径側端部が貫通孔内に収まって前記ねじ孔よりも大径で、大径側端部が前記貫通孔よりも大径となり、引き伸ばすことで前記貫通孔を強制通過させることができるテーパー状に形成され、前記小径側端部をナット部材の一面側に前記ねじ孔と同軸心の配置で固定したバネ部材と、
上部にボイド型枠架台へ係止するフック部と下部にねじ挿通孔が設けられたフック部材と、
前記フック部材のねじ挿通孔からナット部材のねじ孔にねじ込むねじ部材とからなり、
このねじ部材は、一端に頭部を有するねじ軸が、フック部材のねじ挿通孔に挿通した状態でスラブ型枠の裏面側に突出する長さを有し、前記ねじ軸の途中にねじ切り部と先端に回転工具の係合部が設けられているボイド型枠架台の固定装置。
A void type frame base fixing device for fixing a void type frame base installed on the upper surface of the slab form frame to the slab form frame using a through hole provided in the slab type frame,
A screw hole is provided in the middle portion in the longitudinal direction, having a width and thickness that allows the through hole of the slab form to pass through, and a length longer than the diameter of the through hole. A nut member,
Tapered shape that allows the small diameter side end to fit inside the through hole and have a larger diameter than the screw hole, and the large diameter side end to have a larger diameter than the through hole, and can be forced to pass through the through hole. A spring member that is fixed to the one side of the nut member with the screw hole and coaxially arranged,
A hook member that locks to the void formwork frame at the top, and a hook member that is provided with a screw insertion hole at the bottom;
A screw member screwed into the screw hole of the nut member from the screw insertion hole of the hook member,
The screw member has a length in which a screw shaft having a head at one end protrudes to the back side of the slab mold in a state where the screw shaft is inserted into the screw insertion hole of the hook member, and a threaded portion is provided in the middle of the screw shaft. A device for fixing a void type frame base having an engagement portion of a rotary tool at the tip.
上記ナット部材は、スラブ型枠の裏面に対する接触面が平坦となるよう厚み方向の断面が半円形となり、前記接触面に、回転防止用の突起と、ねじ孔の周囲を囲むバネ部材結合部が設けられている請求項1に記載のボイド型枠架台の固定装置。   The nut member has a semi-circular cross section in the thickness direction so that the contact surface with the back surface of the slab form is flat, and the contact surface has a protrusion for preventing rotation and a spring member coupling portion surrounding the screw hole. The void type frame mount fixing device according to claim 1, which is provided. 上記バネ部材は、金属線を左巻きしたコイルバネで形成されている請求項1又は2に記載のボイド型枠架台の固定装置。   The void type frame mount fixing device according to claim 1, wherein the spring member is formed of a coil spring in which a metal wire is wound to the left. 上記ねじ部材は、頭部が多角形となり、ねじ軸の途中に設けたねじ切り部が、フック部材のねじ挿通孔に挿通した状態で、スラブ型枠の上面に等しいかそれよりも上に位置するように設定されている請求項1乃至3の何れかに記載のボイド型枠架台の固定装置。   The screw member has a polygonal head portion, and a threaded portion provided in the middle of the screw shaft is inserted in the screw insertion hole of the hook member, and is positioned equal to or above the upper surface of the slab formwork. The void type frame mount fixing device according to any one of claims 1 to 3, wherein the fixing device is set as described above.
JP2009097222A 2009-04-13 2009-04-13 Device for fixing void form base Pending JP2010248733A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2009097222A JP2010248733A (en) 2009-04-13 2009-04-13 Device for fixing void form base

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2009097222A JP2010248733A (en) 2009-04-13 2009-04-13 Device for fixing void form base

Publications (1)

Publication Number Publication Date
JP2010248733A true JP2010248733A (en) 2010-11-04

Family

ID=43311366

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2009097222A Pending JP2010248733A (en) 2009-04-13 2009-04-13 Device for fixing void form base

Country Status (1)

Country Link
JP (1) JP2010248733A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101321917B1 (en) 2012-09-05 2013-10-28 (주)윈하이텍 One touch type device for preventing buoyance in hollow core slab
KR101394454B1 (en) * 2012-07-12 2014-05-13 노유선 One Touch Separating Type Device For Preventing Buoyance In Hollow Core Slab
KR101585603B1 (en) * 2014-10-31 2016-01-14 (주)한송씨엔씨 A fastening device of inking line bottle
KR20180035615A (en) * 2016-09-29 2018-04-06 김영학 Iron bar Fixing Device
CN113622572A (en) * 2021-08-19 2021-11-09 广东省第四建筑工程有限公司 Hollow floor slab filling box fixing construction method
CN116835109A (en) * 2023-08-31 2023-10-03 华能伊敏煤电有限责任公司 Protection device for cable drum transportation

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101394454B1 (en) * 2012-07-12 2014-05-13 노유선 One Touch Separating Type Device For Preventing Buoyance In Hollow Core Slab
KR101321917B1 (en) 2012-09-05 2013-10-28 (주)윈하이텍 One touch type device for preventing buoyance in hollow core slab
KR101585603B1 (en) * 2014-10-31 2016-01-14 (주)한송씨엔씨 A fastening device of inking line bottle
KR20180035615A (en) * 2016-09-29 2018-04-06 김영학 Iron bar Fixing Device
CN113622572A (en) * 2021-08-19 2021-11-09 广东省第四建筑工程有限公司 Hollow floor slab filling box fixing construction method
CN116835109A (en) * 2023-08-31 2023-10-03 华能伊敏煤电有限责任公司 Protection device for cable drum transportation
CN116835109B (en) * 2023-08-31 2023-11-28 华能伊敏煤电有限责任公司 Protection device for cable drum transportation

Similar Documents

Publication Publication Date Title
JP2010248733A (en) Device for fixing void form base
JP2008144823A (en) Sleeve holder
KR200291531Y1 (en) fixde pin for pipe support
KR20090113476A (en) Insert for concrete slab
JP2005133360A (en) Dowel after putting type embedded hardware
KR100779427B1 (en) Main band fixing device for mold
JP2012035524A (en) Formwork for hole forming, and hole forming method
JP6751694B2 (en) Insertor for forming sheath connection port, molding method of sheath connection port and installation method of concrete segment
KR200414639Y1 (en) Slab sheeting support for bridge
KR20130006529U (en) A hanger for tape
JP5015673B2 (en) Wiring box
JP2010203097A (en) Member for fixing bolt on wall surface, and method for mounting the same
JP2013087452A (en) Snake insert anchor bolt
CN108756012B (en) Tensioning rope connection assembly for connecting concrete wall panels and method of use thereof
JP6460613B1 (en) Separator shaft fixing bracket
JP5186681B2 (en) Concrete block lifting anchor
JP4878889B2 (en) Reinforcement hardware
JP6460611B1 (en) Separator shaft fixing bracket
KR20090053245A (en) Clamping apparatus of form for concrete
JP2008008069A (en) Wire attachment hardware
JP2005320749A (en) Fixture of pc steel material
KR101304511B1 (en) Strong anchor bolt
JP3175418U (en) Wire anchor
JP3135595U (en) Remaining formwork for fabric foundation
JP2009167689A (en) Anchor bolt setting jig and anchor bolt setting method