JP7154500B2 - Beam formwork bottom bracket - Google Patents

Beam formwork bottom bracket Download PDF

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JP7154500B2
JP7154500B2 JP2018210239A JP2018210239A JP7154500B2 JP 7154500 B2 JP7154500 B2 JP 7154500B2 JP 2018210239 A JP2018210239 A JP 2018210239A JP 2018210239 A JP2018210239 A JP 2018210239A JP 7154500 B2 JP7154500 B2 JP 7154500B2
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formwork
support
plate portion
pipe body
back plate
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JP2020076251A (en
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裕司 園部
剛 平松
佳 森山
敦孝 植木
克 中里
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岡部株式会社
有限会社中舘工業
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Description

本発明は、コンクリート構造物を建造する際に使用する壁用型枠の上部から水平に突出する梁型枠の底部を支持する梁型枠底部受具に関する。 BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a beam form bottom support that supports the bottom of a beam form that horizontally protrudes from the top of a wall form used in constructing a concrete structure.

コンクリート工事において、壁等の上部に梁などが張り出す場合、それら梁型枠等の底部を支えるために型枠支保工が用いられる。一般的な型枠支保工は、張出しが少ない際に、壁型枠の外端太(バタ)材と干渉して鉛直に設置するのが難しい場合がある。このようなパイプサポートの問題を解決するべく、一端側を壁型枠等の2本の横端太材に掛止させて梁型枠等の底部を支える型枠支保工として型枠底部受具が提案されている(例えば、特許文献1参照。)。 In concrete construction, when a beam or the like overhangs a wall or the like, a formwork shoring is used to support the bottom of the beam formwork or the like. When the overhang is small, general formwork shoring interferes with the outer thick (butter) material of the wall formwork, making it difficult to install vertically. In order to solve such pipe support problems, a formwork bottom holder is used as a formwork shoring that supports the bottom of a beam formwork by hooking one end to two horizontal thick members of a wall formwork or the like. has been proposed (see, for example, Patent Document 1).

この特許文献1に記載された型枠底部受具は、側面型枠に設けられる横桟に引掛ける掛止部(特許文献1では係止部)を有する本体と、本体にねじ結合して上下動し、本体より上方に梁型枠を支える型枠支持部(特許文献1では支持板)と、本体よりも下方の下端に、回転操作のためのレンチが係合する係合部を有するねじ桿とにより構成している。 The formwork bottom receiving tool described in Patent Document 1 includes a main body having a hooking portion (locking portion in Patent Document 1) that hooks on a horizontal beam provided on the side mold, and a top and bottom support that is screwed to the main body. A formwork support part (support plate in Patent Document 1) that moves and supports the beam formwork above the main body, and a screw that has an engaging part that engages with a wrench for rotating operation at the lower end below the main body. It consists of a rod.

実用新案登録第3120107号公報Utility Model Registration No. 3120107

しかしながら、上述の特許文献1に記載の梁型枠底部受具では、ねじ桿を回転させることによってネジ結合(螺合)している本体に対しそのねじ桿が昇降し、ねじ桿上部の型枠支持部によって梁型枠を支える構造であるため、ねじ桿上部の型枠支持部が梁型枠の底部に当接した状態でねじ桿を締付けると、ねじ桿が本体の雌ねじとネジ結合(螺合)されているだけであるため、がたつき易くなり、ねじ桿上部の型枠支持部が外側にずれ易い。したがって、梁型枠の底部に対して型枠支持部が確実に当接した状態で締め付けることが困難である、という問題があった。 However, in the beam formwork bottom support described in the above-mentioned Patent Document 1, by rotating the screw rod, the screw rod moves up and down with respect to the main body that is screwed (screwed), and the formwork above the screw rod Since the beam formwork is supported by the support part, when the screw rod is tightened while the formwork support part at the top of the screw rod is in contact with the bottom part of the beam formwork, the screw rod and the female thread of the main body are screwed together (screwed). Since it is only mated, it is likely to rattle, and the formwork support portion on the top of the screw rod is likely to shift outward. Therefore, there is a problem that it is difficult to fasten the formwork support portion in a state of reliably abutting against the bottom portion of the beam formwork.

また、横桟(横端太材(横桟))に掛止している掛止部がプレート状に構成されているため、ねじ桿を締め付けていくと、掛止部が回転し易かったり、ねじ桿が長尺であるため重量が重くなり横桟等への取付け作業性が悪い、という問題もある。 In addition, since the hooking portion hooked to the horizontal bar (horizontal end thick material (horizontal bar)) is configured in a plate shape, the hooking portion tends to rotate as the screw rod is tightened. Since the screw rod is long, it is heavy, and there is also the problem that it is difficult to attach it to a horizontal rail.

そこで、本発明はこのような問題点に鑑みなされたもので、梁型枠の底部に当接して支持する型枠支持部が外側に向かってズレ難く、横端太材(横桟)に掛止している掛止部が回転し難く、重量も軽量化でき、取付け作業性を向上させることができる梁型枠底部受具を提供することを目的とする。 Therefore, the present invention has been made in view of such problems. To provide a beam form bottom support that makes it difficult for a locking part to rotate, reduces weight, and improves mounting workability.

上記問題点を解決するため、本発明に係る梁型枠底部受具は、壁型枠から張り出される梁型枠の底部を支持する梁型枠底部受具であって、背板部と背板部の左右両側それぞれから背板部に対し垂直方向に延出する側板部とを有し、左右両側の側板部における背板部側と反対側にはそれぞれ壁型枠を固定する横端太材(横桟)に掛止される掛止部が設けられた受具本体と、前記受具本体の背板部側に設けられ、上板部と下板部とを有しており、その上板部と下板部の同軸上にはそれぞれパイプ体挿通孔と雄ネジ体挿通孔とが形成されたガイド体と、前記ガイド体の上板部のパイプ体挿通孔に上下動可能に挿嵌され、その内部には雌ネジ部が形成されたパイプ体と、前記パイプ体の上端に設けられ梁型枠の底部を支持する型枠支持部と、前記ガイド体の下板部の雄ネジ体挿通孔に回転可能かつ脱落しないように支持され、雄ネジ部が前記パイプ体の雌ネジ部に螺合し、回転することによって前記ガイド体の上板部のパイプ体挿通孔に挿嵌されている前記パイプ体を上下動させる雄ネジ体と、を備えたことを特徴とする。
また、本発明に係る梁型枠底部受具では、前記受具本体の背板部には、前記掛止部の高さであって前記ガイド体および雄ネジ体よりも下方の位置に、壁型枠に前記横端太材を緊結する型枠緊結金具の少なくともネジ部を挿通させて当該受具本体を前記横端太材に固定可能な受具本体固定孔が形成されていることも特徴とする。
また、本発明に係る梁型枠底部受具では、前記型枠支持部は、当該型枠支持部の中心から偏心した位置に前記パイプ体上端が接合されていることも特徴とする。
In order to solve the above problems, the beam formwork bottom supporter according to the present invention is a beam formwork bottom supporter for supporting the bottom of the beam formwork projecting from the wall formwork. It has a side plate portion extending in a direction perpendicular to the back plate portion from each of the left and right sides of the plate portion, and on the side opposite to the back plate portion side of the side plate portion on both the left and right sides, there is a horizontal edge for fixing the wall formwork. It has a receiving tool body provided with a hooking part that is hooked to a material (horizontal beam), and an upper plate part and a lower plate part provided on the back plate part side of the receiving tool body. A guide body having a pipe body insertion hole and a male screw body insertion hole coaxially formed on the upper plate part and the lower plate part, respectively, and vertically movably inserted into the pipe body insertion hole of the upper plate part of the guide body. a pipe body that is fitted and has a female thread formed therein; a formwork support part that is provided at the upper end of the pipe body and supports the bottom of the beam formwork; and a male screw on the lower plate of the guide body. It is rotatably supported in the body insertion hole so as not to fall off, and the male threaded portion is screwed into the female threaded portion of the pipe body. and a male screw body for vertically moving the pipe body.
In addition, in the beam formwork bottom support according to the present invention, the back plate portion of the support body has a wall at a position lower than the guide body and the male thread body at the height of the hooking part. It is also characterized in that a support main body fixing hole is formed through which at least a screw portion of a formwork binding fitting for fastening the horizontal end thick member is inserted into the formwork so that the support main body can be fixed to the horizontal end thick member. and
Further, in the beam formwork bottom support according to the present invention, the formwork support part is characterized in that the upper end of the pipe body is joined at a position eccentric from the center of the formwork support part.

本発明に係る梁型枠底部受具は、梁型枠の底部を支持する型枠支持部の高さ調整機構をパイプ体と雄ネジ体で構成し、型枠支持部が上端に設けられたパイプ体は、受具本体に設けたガイド体の上板部に形成されたパイプ体挿通孔に挿嵌されてガイドされた状態で、パイプ体の雌ネジ部に螺合する雄ネジ体の回転によって上下動(昇降)する。
そのため、雄ネジ体を挿通したパイプ体がガイド体の上板部に形成したパイプ体挿通孔にガイドされた状態で上下動するので、雄ネジ体のがたつきを抑え、パイプ体上部の型枠支持部が外側にずれることを抑制して梁型枠の底部を確実に支持することができると共に、中空のパイプ体を昇降させているので重量も軽量化でき、取付け作業性を向上させることができる。
また、受具本体の左右両側の側板部における背板部側と反対側にはそれぞれ壁型枠を固定する2本の横端太材(横桟)に掛止される掛止部を設けているため、雄ネジ体を締め付ける際に受具本体が回転することを防止でき、この点でも取付け作業性を向上させることができる。
In the beam formwork bottom receiver according to the present invention, the height adjustment mechanism of the formwork support part that supports the bottom part of the beam formwork is composed of a pipe body and a male thread body, and the formwork support part is provided at the upper end. The pipe body is inserted into and guided by a pipe insertion hole formed in the upper plate of a guide body provided in the receiving body, and the male screw threadedly engaged with the female screw part of the pipe body rotates. It moves up and down (up and down) by
Therefore, the pipe body through which the male threaded body is inserted moves up and down while being guided by the pipe body insertion hole formed in the upper plate portion of the guide body. To surely support the bottom part of a beam form by suppressing the outward displacement of a frame supporting part, and to improve the mounting workability by reducing the weight because a hollow pipe body is raised and lowered. can be done.
In addition, on the left and right side plate portions of the receiver main body, on the side opposite to the back plate portion side, there are provided hook portions that are hooked on two horizontal end thick members (horizontal beams) that fix the wall formwork. Therefore, it is possible to prevent the receiving body from rotating when tightening the male screw body, and in this respect as well, the mounting workability can be improved.

本発明に係る実施形態の梁型枠底部受具の最大伸縮時の正面図である。It is a front view at the time of the maximum expansion-contraction of the beam form bottom support of embodiment which concerns on this invention. 本発明に係る実施形態の梁型枠底部受具の最大伸縮時の右側面図である。It is a right side view at the time of the maximum expansion-contraction of the beam form bottom bracket of embodiment which concerns on this invention. (a),(b)それぞれ本発明に係る実施形態の梁型枠底部受具の平面図、底面図である。(a) and (b) are respectively a plan view and a bottom view of the beam form bottom support of the embodiment according to the present invention. 図2におけるA-A線断面図である。FIG. 3 is a cross-sectional view taken along the line AA in FIG. 2; 横端材から梁型枠の底部までの間隔が小さい場合に本発明に係る実施形態の梁型枠底部受具によって梁型枠の底部している状態を示す正面図である。FIG. 5 is a front view showing a state where the bottom of the beam formwork is held by the beam formwork bottom support of the embodiment according to the present invention when the distance from the horizontal scraps to the bottom part of the beam formwork is small. 横端材から梁型枠の底部までの間隔が大きい場合に本発明に係る実施形態の梁型枠底部受具によって梁型枠の底部している状態を示す正面図である。FIG. 10 is a front view showing a state in which the bottom of the beam formwork is held by the beam formwork bottom support of the embodiment according to the present invention when the distance from the horizontal end member to the bottom part of the beam formwork is large. 壁型枠に対する梁型枠の突出量が大きい場合における本発明に係る実施形態の梁型枠底部受具において型枠支持部を回転させて梁型枠の底部している状態を示す正面図である。FIG. 10 is a front view showing a state in which the formwork supporting portion is rotated to support the bottom of the beam formwork in the beam formwork bottom support of the embodiment according to the present invention when the beam formwork protrudes with respect to the wall formwork by a large amount; be. 断面が正方形である横端太材(横桟)の本発明に係る実施形態の梁型枠底部受具の形状を示す正面図である。Fig. 10 is a front view showing the shape of the beam form bottom support of the embodiment of the present invention of a horizontal end thick member (horizontal beam) having a square cross section.

以下、本発明に係る梁型枠底部受具の実施形態について説明する。尚、下記に説明する実施形態は、あくまで本発明の一例であり、本発明は下記の実施形態に限定されるものではなく、本発明の技術思想の範囲内で適宜変更可能である。 An embodiment of the beam formwork bottom support according to the present invention will be described below. It should be noted that the embodiments described below are merely examples of the present invention, and the present invention is not limited to the following embodiments, and can be appropriately modified within the scope of the technical idea of the present invention.

まずは、本発明に係る実施形態の梁型枠底部受具1について説明する。
<実施形態の梁型枠底部受具1の構成>
実施形態の梁型枠底部受具1は、例えば、図1に示すように、壁型枠21や梁型枠22a~22c等の型枠によってコンクリート建造物を建造する際、壁型枠21から張り出される縦梁型22b,22cの底部を支持する受具であって、受具本体11と、ガイド体12と、パイプ体13と、型枠支持部14と、雄ネジ体15とを備えて構成される。
First, a beam form bottom support 1 of an embodiment according to the present invention will be described.
<Configuration of beam form bottom support 1 of the embodiment>
For example, as shown in FIG. 1, the beam formwork bottom support 1 of the embodiment can be used from the wall formwork 21 when constructing a concrete structure using forms such as the wall formwork 21 and the beam formwork 22a to 22c. A support for supporting the bottoms of the overhanging vertical beam molds 22b and 22c, comprising a support body 11, a guide body 12, a pipe body 13, a form support part 14, and a male screw body 15. consists of

尚、図1において、符号の23は水平梁型枠22aに対し縦梁型22b,22cを垂直に設けるための補助材、24は縦桟、25は断面が円形である単管等の横端太材(横桟)、26はセパレータ、27は型枠支承具、28はネジ部28aに螺合する固定用ナット28bの回転によって横端太押付け座金28cで2本の横端太材25,25を縦桟24や壁型枠21に緊結する型枠緊結金具である。 In FIG. 1, reference numeral 23 denotes an auxiliary member for vertically setting the vertical beam molds 22b and 22c to the horizontal beam formwork 22a, 24 denotes a vertical beam, and 25 denotes a horizontal end of a single pipe having a circular cross section. 26 is a separator; 27 is a frame support; 25 to the vertical bars 24 and the wall formwork 21.

(受具本体11)
受具本体11は、図2~図5に示すように、背板部11aと、背板部11aの左右両側それぞれから背板部11aに対し垂直方向に折り曲げられて延出する側板部11b,11bとを備えて平面視コ字形状に形成されている。
(Receptacle main body 11)
As shown in FIGS. 2 to 5, the support main body 11 includes a back plate portion 11a and side plate portions 11b extending from the left and right sides of the back plate portion 11a by bending in a direction perpendicular to the back plate portion 11a. 11b and formed in a U-shape in plan view.

そして、側板部11b,11bにおける背板部11a側と反対側には、図2等に示すように、それぞれ、壁型枠21を固定する縦方向(鉛直方向)に並んだ2本の横端太材25,25に掛止するため横端太材25の外形に応じて上部をほぼ半円形に切り欠いた掛止部11b1,11b1を設けている。 On the side opposite to the back plate portion 11a side of the side plate portions 11b, 11b, as shown in FIG. Hooking portions 11b1, 11b1 are provided by notching the upper portion in a substantially semicircular shape according to the outer shape of the lateral end thick member 25 in order to be hooked to the thick members 25,25.

掛止部11b1,11b1は、それぞれ、縦方向(鉛直方向)に並んだ2本の横端太材25,25の外周面に点で当接する直線部11b11と、上側の横端太材25のほぼ上半分の外周面に曲線で当接する湾曲部11b12とを有する。 The hooking portions 11b1 and 11b1 are formed by a linear portion 11b11 that abuts at points on the outer peripheral surfaces of the two horizontal end thick members 25 that are aligned in the longitudinal direction (vertical direction), and the upper horizontal end thick member 25. It has a curved portion 11b12 that abuts on the outer peripheral surface of the substantially upper half in a curved line.

また、背板部11aにおける掛止部11b1の直線部11b11のほぼ中間の高さには、図3に示すように、大径孔部11a1および小径孔部11a2が上下方向に連結した受具本体固定孔11a3が形成されている。 In addition, as shown in FIG. 3, at a height approximately in the middle of the linear portion 11b11 of the hooking portion 11b1 of the back plate portion 11a, there is a support body in which a large-diameter hole portion 11a1 and a small-diameter hole portion 11a2 are connected in the vertical direction. A fixing hole 11a3 is formed.

この受具本体固定孔11a3は、2本の横端太材25,25に受具本体11を型枠緊結金具28によっても固定できるようにしており、さらに、大径孔部11a1の内径R1は、型枠緊結金具28のネジ部28aに螺合する固定用ナット28bの外径よりも大きくして、固定用ナット28bを取り外さずに大径孔部11a1を通るように構成する一方、小径孔部11a2の内径R2は、その固定用ナット28bの外径よりも小さく、かつ、ネジ部28aの外径よりも大きくしてネジ部28aを通すことによって固定用ナット28bで受具本体11を固定できるように構成している。 The receiving tool main body fixing hole 11a3 enables the receiving tool main body 11 to be fixed to the two horizontal end thick members 25, 25 by the formwork binding metal fittings 28. Further, the inner diameter R1 of the large diameter hole portion 11a1 is , the outer diameter of the fixing nut 28b to be screwed onto the threaded portion 28a of the formwork binding fitting 28 is made larger than the outer diameter of the fixing nut 28b so that the fixing nut 28b passes through the large diameter hole portion 11a1 without being removed. The inner diameter R2 of the portion 11a2 is smaller than the outer diameter of the fixing nut 28b, and larger than the outer diameter of the threaded portion 28a. It is configured so that

そのため、梁型枠底部受具1の受具本体11は、横端太材25を縦桟24や壁型枠21に緊結している型枠緊結金具28の固定用ナット28bを取り外さずに緩めるだけで、図1に示すように2本の横端太材25,25に固定することができる。 For this reason, the fixture body 11 of the beam formwork bottom part fixture 1 is loosened without removing the fixing nuts 28b of the formwork binding fittings 28 that bind the horizontal end thick members 25 to the vertical beams 24 and the wall formwork 21. can be fixed to the two lateral thick members 25, 25 as shown in FIG.

(ガイド体12)
ガイド体12は、図1や図2に示すように、受具本体11の背板部11a側に、側板部11b,11bに設けた掛止部11b1,11b1よりも高い位置に溶接等によって接合して設けられるもので、上板部12a、縦板部12bおよび下板部12cを有する正面視コ字状に形成されている。尚、本実施形態では、下板部12cよりも上板部12aを長くして、下板部12c先端は背板部11a外側面に溶接等によって接合する一方、上板部12aは先端下面を背板部11a上端面に溶接等によって接合している。
(Guide body 12)
As shown in FIGS. 1 and 2, the guide body 12 is joined to the back plate portion 11a side of the receiving body 11 at a position higher than the hook portions 11b1 and 11b1 provided on the side plate portions 11b and 11b by welding or the like. It is formed in a U-shape when viewed from the front, having an upper plate portion 12a, a vertical plate portion 12b and a lower plate portion 12c. In this embodiment, the upper plate portion 12a is made longer than the lower plate portion 12c, and the tip of the lower plate portion 12c is joined to the outer surface of the back plate portion 11a by welding or the like. It is joined to the upper end surface of the back plate portion 11a by welding or the like.

上板部12aと下板部12cとには、それぞれ、図5に示すように、同軸上にパイプ体挿通孔12a1と、パイプ体挿通孔12a1よりも径が小さい雄ネジ体挿通孔12c1を形成している。 As shown in FIG. 5, the upper plate portion 12a and the lower plate portion 12c are coaxially formed with a pipe body insertion hole 12a1 and a male screw body insertion hole 12c1 having a smaller diameter than the pipe body insertion hole 12a1. is doing.

上板部12aに形成されるパイプ体挿通孔12a1は、パイプ体13の上下動である昇降をガイドするものであるため、その内径がパイプ体13の外径と同じか僅かに大きく形成されている。 Since the pipe body insertion hole 12a1 formed in the upper plate portion 12a guides the vertical movement of the pipe body 13, the inner diameter thereof is formed to be the same as or slightly larger than the outer diameter of the pipe body 13. there is

これに対し、下板部12cに形成される雄ネジ体挿通孔12c1の内径は、雄ネジ体15を回転可能に挿通していれば十分であるため、雄ネジ体15の雄ネジ部15a1の外径より僅かに大きく形成している。 On the other hand, the inner diameter of the male screw body insertion hole 12c1 formed in the lower plate portion 12c is sufficient if the male screw body 15 is rotatably inserted therein. It is formed slightly larger than the outer diameter.

(パイプ体13)
パイプ体13は、上部に型枠支持部14が溶接等によって接合して設けられ、ガイド体12の上板部12aのパイプ体挿通孔12a1に上下動可能に挿嵌される筒状のもので、図5に示すように円筒状の大径筒部13aと、大径筒部13aの下方に設けられた小径筒部13bとから構成されており、小径筒部13bの内周面には雄ネジ体15の雄ネジ部15a1に螺合する雌ネジ部13b1が形成されている。
(pipe body 13)
The pipe body 13 has a formwork support portion 14 which is welded or the like to the upper portion thereof, and is a tubular body which is inserted into the pipe body insertion hole 12a1 of the upper plate portion 12a of the guide body 12 so as to be vertically movable. , and a cylindrical large-diameter portion 13a and a small-diameter portion 13b provided below the large-diameter portion 13a. A female threaded portion 13b1 that is screwed into the male threaded portion 15a1 of the screw body 15 is formed.

(型枠支持部14)
型枠支持部14は、図2や図4等に示すようにパイプ体13の大径筒部13a上部に偏心して設けられ、縦梁型22b,22cや補助材23等に当接して水平梁型枠22aの底部を支持するもので、平板状の支持板部14aと、支持板部14a裏側とパイプ体13の大径筒部13a外周面とに接合されパイプ体13と型枠支持部14との接合を補強する大小三角形状のリブ14b,14cとから構成されている。
(Form support part 14)
As shown in FIGS. 2 and 4, the formwork support part 14 is provided eccentrically above the large-diameter cylindrical part 13a of the pipe body 13, and is in contact with the vertical beam forms 22b, 22c, the auxiliary member 23, etc. Supporting the bottom of the formwork 22a, the pipe body 13 and the formwork support part 14 are joined to the flat support plate part 14a, the back side of the support plate part 14a, and the outer peripheral surface of the large-diameter cylindrical part 13a of the pipe body 13. It is composed of large and small triangular ribs 14b and 14c that reinforce the connection with the .

支持板部14aには、図4(a),(b)に示すように支持板部14aが当接する縦梁型22b,22cや補助材23等に釘やビス等で固定するため、複数のビス孔14a1が設けられている。 As shown in FIGS. 4(a) and 4(b), the support plate portion 14a is fixed to vertical beams 22b and 22c and auxiliary members 23 with which the support plate portion 14a abuts with nails, screws, or the like. A screw hole 14a1 is provided.

(雄ネジ体15)
雄ネジ体15は、図5に示すようにパイプ体13の小径筒部13bの雌ネジ部13b1に螺合する雄ネジ部15a1および頭部15a2とを有するボルト体15aと、ガイド体12の内側で雄ネジ部15a1に溶接や図示しないネジ等によって固定され、ガイド体12の外側に位置するボルト体15aの頭部15a2との間でガイド体12の下板部12cとを挟むナット体15bとから構成され、ガイド体12の下板部12cの雄ネジ体挿通孔12c1に回転可能かつ脱落しないように支持されており、回転させることによってパイプ体13および型枠支持部14を上下動(昇降)させるように構成されている。
(Male screw body 15)
As shown in FIG. 5, the male threaded body 15 includes a bolt body 15a having a male threaded portion 15a1 to be screwed into a female threaded portion 13b1 of the small diameter cylindrical portion 13b of the pipe body 13 and a head portion 15a2. A nut body 15b that is fixed to the male threaded portion 15a1 by welding or screws (not shown), and sandwiches the lower plate portion 12c of the guide body 12 with the head portion 15a2 of the bolt body 15a located outside the guide body 12; It is rotatably supported in the male screw body insertion hole 12c1 of the lower plate part 12c of the guide body 12 so as not to fall off. ).

そのため、図示はしないが、ボルト体15aの頭部15a2には、インパクトドライバー(図示せず。)の回転軸先端が嵌合可能な嵌合部が形成されている。また、ボルト体15aの頭部15a2とガイド体12の下板部12cとの間、およびナット体15bとガイド体12の下板部12cとの間には、それぞれ、ワッシャ15cが設けられている。 For this reason, although not shown, the head 15a2 of the bolt body 15a is formed with a fitting portion into which the tip end of the rotating shaft of an impact driver (not shown) can be fitted. Washers 15c are provided between the head portion 15a2 of the bolt body 15a and the lower plate portion 12c of the guide body 12 and between the nut body 15b and the lower plate portion 12c of the guide body 12, respectively. .

<実施形態の梁型枠底部受具1の使用方法>
次に、以上のように構成された実施形態の梁型枠底部受具1の使用方法について説明する。尚、梁型枠底部受具1を使用する前に、予め雄ネジ体15のボルト体15aを逆回転させ、雄ネジ部15a1に螺合しているパイプ体13を下降させておくと良い。またパイプ体13と型枠支持部14とは接合されているため、雄ネジ体15のボルト体15aを逆回転させるのではなく、型枠支持部14を手で回転させることによってパイプ体13を逆回転させ、パイプ体13を下降させておいても良い。
<How to use the beam form bottom support 1 of the embodiment>
Next, a method of using the beam formwork bottom support 1 of the embodiment configured as described above will be described. Before using the beam formwork bottom support 1, it is preferable to reversely rotate the bolt 15a of the male screw 15 in advance to lower the pipe 13 screwed to the male screw 15a1. Further, since the pipe body 13 and the formwork support portion 14 are joined together, the pipe body 13 can be moved by rotating the formwork support portion 14 by hand instead of rotating the bolt body 15a of the male screw 15 in the reverse direction. Reverse rotation may be performed to lower the pipe body 13 .

(2本の横端太材25,25から壁型枠21までの間隔が大きく、かつ、壁型枠21からの突出量(張出量)が中程度の梁型枠22b等の底部を支持する場合) (Supports the bottom of beam formwork 22b, etc., which has a large distance from the two horizontal end thick members 25, 25 to the wall formwork 21 and has a moderate amount of protrusion (extension amount) from the wall formwork 21. if you do)

この場合、まず作業者は、受具本体11の側板部11b,11bの掛止部11b1,11b1を縦方向に並んだ2本の横端太材25,25に掛止した後、背板部11aの受具本体固定孔11a3に固定ボルトを通し、ナットによって2本の横端太材25,25に固定しても良いが、ここでは、図1に示すように固定ボルトおよびナットの代わりに既に2本の横端太材25,25を縦桟24や壁型枠21に緊結している型枠緊結金具28を利用する。 In this case, first, the worker hooks the hooking portions 11b1 of the side plate portions 11b, 11b of the receiver main body 11 to the two lateral end thick members 25, 25 arranged in the vertical direction, and then the back plate portion. A fixing bolt may be passed through the receiving body fixing hole 11a3 of 11a and fixed to the two horizontal end thick members 25, 25 by a nut. The formwork binding fittings 28 which have already bound the two horizontal end thick members 25, 25 to the vertical beam 24 and the wall formwork 21 are utilized.

つまり、受具本体11の背板部11aの受具本体固定孔11a3に形成された大径孔部11a1の内径R1は、型枠緊結金具28のネジ部28aに螺合している固定用ナット28bの外径よりも大きいため、固定用ナット28bを取り外さずに大径孔部11a1を通した後、受具本体11を押し下げて背板部11aの小径孔部11a2に型枠緊結金具28のネジ部28aを移動させた後に固定用ナット28bを締め付ける。 That is, the inner diameter R1 of the large-diameter hole portion 11a1 formed in the fixing hole 11a3 of the back plate portion 11a of the receiving device main body 11 is equal to that of the fixing nut screwed onto the threaded portion 28a of the frame binding fitting 28. 28b, the fixing nut 28b is passed through the large-diameter hole portion 11a1 without removing it, and then the support main body 11 is pushed down to insert the formwork binding fitting 28 into the small-diameter hole portion 11a2 of the back plate portion 11a. After moving the screw portion 28a, the fixing nut 28b is tightened.

これにより、型枠緊結金具28を利用しつつも固定用ナット28bを取り外さずに2本の横端太材25,25に梁型枠底部受具1の受具本体11を固定することができる。 As a result, the support body 11 of the beam form bottom support 1 can be fixed to the two horizontal end thick members 25, 25 without removing the fixing nuts 28b while using the formwork binding fittings 28. .

次に作業者は、雄ネジ体15の頭部15a2の嵌合部にインパクトドライバー(図示せず。)の回転軸部を挿入して雄ネジ部15a1を回転させ、パイプ体13の大径筒部13a上部に設けた型枠支持部14が梁型枠の底部を構成する梁型枠用縦合板22b,22cおよび補助材23下面に当接し、その後、強固に支持できるまでパイプ体13を上昇させる。 Next, the operator inserts the rotating shaft portion of an impact driver (not shown) into the fitting portion of the head portion 15a2 of the male threaded body 15 to rotate the male threaded portion 15a1, thereby opening the large diameter cylinder of the pipe body 13. The formwork support part 14 provided on the upper part of the part 13a abuts on the beam formwork vertical plywood 22b, 22c and the lower surface of the auxiliary material 23, which constitute the bottom part of the beam formwork, and then lifts the pipe body 13 until it can be firmly supported. Let

雄ネジ体15が挿通されているパイプ体13は、上昇する際、図5等に示すようにガイド体12の上板部12aに形成されたパイプ体挿通孔12a1にガイドされた状態で上昇するため、型枠支持部14が梁型枠の底部を構成する梁型枠用縦合板22b,22cおよび補助材23下面に当接しさらに締付けた場合でも、雄ネジ体15とナット体15bとの間で生じるがたつきを抑えて、パイプ体13が外側に曲がることがなくなり、型枠支持部14が梁型枠の底部を確実に支持することができる。 When the pipe body 13 through which the male threaded body 15 is inserted rises, it rises while being guided by the pipe body insertion hole 12a1 formed in the upper plate portion 12a of the guide body 12 as shown in FIG. Therefore, even when the form support part 14 abuts against the vertical plywoods 22b, 22c for beam form forming the bottom of the beam form and the lower surface of the auxiliary material 23 and is further tightened, the gap between the male threaded body 15 and the nut body 15b does not increase. , the pipe body 13 is prevented from bending outward, and the form support part 14 can reliably support the bottom of the beam form.

また、背面部11aの受具本体固定孔11a3を形成していない場合(図2)の梁型枠底部受具であれば、横端太材に掛止部を掛止するだけで受具本体をボルトやネジ等で固定せず梁型枠の底部を支持するため、壁型枠に対する受具本体の固定箇所から梁型枠の底部を支持するパイプ体13までの偏心距離は、掛止部の中心である横端太材の断面中心からパイプ体13断面中心までの距離となる。 Also, in the case of the beam formwork bottom bracket in the case where the bracket main body fixing hole 11a3 of the back part 11a is not formed (Fig. 2), the bracket main body can be fixed simply by hooking the hooking part to the horizontal end thick member. In order to support the bottom of the beam form without fixing with bolts or screws, etc., the eccentric distance from the fixing point of the support body to the wall form to the pipe body 13 that supports the bottom of the beam form is It is the distance from the cross-sectional center of the horizontal end thick member, which is the center of the pipe body 13, to the cross-sectional center of the pipe body 13.

これに対し、実施形態の梁型枠底部受具1では、背板部11aに受具本体固定孔11aを形成して、型枠緊結金具28によって型枠に固定できるようにしている。つまり、受具本体11の背板部11aを型枠緊結金具28のネジ部28aに螺合している固定用ナット28bによって2本の横端太材25,25に対し固定するため、壁型枠21に対する受具本体11の固定箇所から梁型枠の底部を支持するパイプ体13までの偏心距離は、背板部11a外側面からパイプ体13断面中心までの距離となり、背面部11aに受具本体固定孔11aを形成しない梁型枠底部受具1と比べても偏心距離が小さくなるので、よりパイプ体13が外側に曲がることがなくなり、型枠支持部14が梁型枠の底部を確実に支持することができる。 On the other hand, in the beam formwork bottom part supporter 1 of the embodiment, the supporter main body fixing hole 11a is formed in the back plate part 11a so that it can be fixed to the formwork by the formwork binding fittings 28 . That is, since the back plate portion 11a of the support body 11 is fixed to the two lateral end thick members 25, 25 by means of the fixing nuts 28b screwed onto the screw portions 28a of the formwork binding fittings 28, the wall mold is The eccentric distance from the fixing point of the support body 11 to the frame 21 to the pipe body 13 that supports the bottom part of the beam form is the distance from the outer surface of the back plate part 11a to the center of the cross section of the pipe body 13, and the support is on the back part 11a. Since the eccentric distance is smaller than that of the beam form bottom support 1 which does not form the tool body fixing hole 11a, the pipe body 13 is further prevented from bending outward, and the form support part 14 supports the bottom part of the beam form. can definitely support.

(2本の横端太材25,25から壁型枠21までの間隔が小さく、かつ、壁型枠21からの突出量(張出量)も小さい梁型枠22b等の底部を支持する場合) (When supporting the bottom of the beam formwork 22b, etc., where the distance from the two horizontal end thick members 25, 25 to the wall formwork 21 is small and the amount of protrusion (extension amount) from the wall formwork 21 is also small. )

この場合も、まず作業者は、図1に示す場合と同様に、受具本体11の側板部11b,11bの掛止部11b1,11b1を2本の横端太材25,25に掛止した後、背板部11aの受具本体固定孔11a3に形成された大径孔部11a1に型枠緊結金具28の固定用ナット28bを取り外さずに通した後、受具本体11を押し下げて背板部11aの小径孔部11a2に型枠緊結金具28のネジ部28aを移動させた後に固定用ナット28bを締め付け、型枠緊結金具28を利用しつつも固定用ナット28bを取り外さずに2本の横端太材25,25に梁型枠底部受具1の受具本体11を固定する。 In this case as well, the worker first hooked the hooking portions 11b1 of the side plate portions 11b, 11b of the receiving tool main body 11 to the two horizontal end thick members 25, 25 in the same manner as in the case shown in FIG. After that, after passing the fixing nut 28b of the formwork binding fitting 28 through the large-diameter hole portion 11a1 formed in the fixture main body fixing hole 11a3 of the back plate portion 11a without removing it, the fixture main body 11 is pushed down to remove the back plate. After moving the threaded portion 28a of the formwork binding metal fitting 28 to the small diameter hole portion 11a2 of the portion 11a, the fixing nut 28b is tightened, and while the formwork binding metal fitting 28 is used, the two fixing nuts 28b are not removed. The support body 11 of the beam formwork bottom support 1 is fixed to the horizontal end thick members 25 , 25 .

次に作業者は、雄ネジ体15の頭部15a2の嵌合部にインパクトドライバー(図示せず。)の回転軸部を挿入して雄ネジ体15を回転させ、パイプ体13の大径筒部13a上部に設けられた型枠支持部14が梁型枠の底部を構成する梁型枠用縦合板22bおよび補助材23下面に当接して強固に下方から支持できるまで雄ネジ体15の雄ネジ部15a1に螺合しているパイプ体13を上昇させる。 Next, the operator inserts the rotating shaft portion of an impact driver (not shown) into the fitting portion of the head portion 15a2 of the male threaded body 15 to rotate the male threaded body 15 so that the large diameter cylinder of the pipe body 13 is formed. The male threaded body 15 is pushed until the formwork support part 14 provided on the upper part of the part 13a abuts against the beam formwork vertical plywood 22b and the lower surface of the auxiliary material 23, which constitute the bottom of the beam formwork, and firmly supports them from below. The pipe body 13 screwed onto the screw portion 15a1 is lifted.

パイプ体13が上昇すると、図6に示すようにパイプ体13上端の型枠支持部14が梁型枠の底部を構成する梁型枠用縦合板22bおよび補助材23下面に当接し、さらに雄ネジ体15を締め付けると型枠支持部14により梁型枠の底部を構成する梁型枠用縦合板22bおよび補助材23下面を確実に支持することができる。 When the pipe body 13 rises, as shown in FIG. 6, the formwork support portion 14 at the upper end of the pipe body 13 comes into contact with the beam formwork vertical plywood 22b and the lower surface of the auxiliary member 23, which constitute the bottom of the beam formwork. When the screws 15 are tightened, the formwork support portions 14 can reliably support the beam formwork vertical plywood 22b and the lower surface of the auxiliary member 23, which constitute the bottom of the beam formwork.

尚、図1や図6に示す場合とは異なり、壁型枠21からの突出量(張出量)が大きい縦梁型22b,22c等の底部を支持する場合は、図7に示すように型枠支持部14を図1や図6に示す場合に対し180度回転させた状態で雄ネジ体15を回転してパイプ体13を上昇させ、縦梁型22b,22cや補助材23,23の底部を支持させれば良い。 Unlike the case shown in FIGS. 1 and 6, when supporting the bottoms of vertical beam types 22b, 22c, etc., which protrude from the wall formwork 21 (the amount of overhang) is large, as shown in FIG. With the formwork support 14 rotated 180 degrees with respect to the case shown in FIGS. It is sufficient to support the bottom of the .

<実施形態の梁型枠底部受具1の主な効果>
従って、実施形態の梁型枠底部受具1では、梁型枠の底部を支持する型枠支持部14の高さ調整機構をパイプ体13と雄ネジ体15で構成し、型枠支持部14が上部に設けられたパイプ体13は、パイプ体13の雌ネジ部13b1に螺合する雄ネジ体15の回転により、受具本体11に設けたコ字状のガイド体12の上板部12aに形成したパイプ体挿通孔12a1に挿嵌された状態で上下動する。
<Main effects of the beam form bottom support 1 of the embodiment>
Therefore, in the beam formwork bottom support 1 of the embodiment, the height adjustment mechanism of the formwork support part 14 that supports the bottom part of the beam formwork is constituted by the pipe body 13 and the male screw body 15, and the formwork support part 14 The upper plate portion 12a of the U-shaped guide body 12 provided in the receiver main body 11 is rotated by the rotation of the male threaded body 15 screwed into the female threaded portion 13b1 of the pipe body 13. It moves up and down while being inserted into the pipe body insertion hole 12a1 formed in the above.

そのため、雄ネジ体15が挿通されているパイプ体13がガイド体12の上板部12aに形成したパイプ体挿通孔12a1にガイドされた状態で上下動することになるので、雄ネジ体15とナット体15bとで生じるがたつきを抑えて、パイプ体13上部の型枠支持部14が外側にずれることを抑制して梁型枠の底部を確実に支持することができると共に、中空のパイプ体13を昇降させているので重量も軽量化でき、取付け作業性を向上させることができる。 Therefore, the pipe body 13 through which the male threaded body 15 is inserted moves up and down while being guided by the pipe body insertion hole 12a1 formed in the upper plate portion 12a of the guide body 12. It is possible to suppress the looseness caused by the nut body 15b, suppress the outward displacement of the formwork support part 14 on the upper part of the pipe body 13, and reliably support the bottom part of the beam formwork. Since the body 13 is raised and lowered, the weight can be reduced, and the mounting workability can be improved.

また、受具本体11の左右両側の側板部11b,11bには、それぞれ壁型枠21を固定する2本の横端太材25,25に掛止される掛止部11b1を形成しているため、雄ネジ体15を締め付ける際に受具本体11が回転することを防止でき、この点でも取付け作業性を向上させることができる。 Further, the side plate portions 11b, 11b on both the left and right sides of the receiving tool body 11 are formed with hooking portions 11b1 that are hooked on the two horizontal end thick members 25, 25 for fixing the wall formwork 21, respectively. Therefore, it is possible to prevent the receiving body 11 from rotating when tightening the male threaded body 15, and in this respect also, the mounting workability can be improved.

特に、実施形態の梁型枠底部受具1では、受具本体11の背板部11aには、掛止部11b1,11b1の高さであって、壁型枠21を緊結する型枠緊結金具28のネジ部28aおよびナット体28bが挿通される受具本体固定孔11a3を設けたため、型枠緊結金具28のネジ部28aおよび固定ナット28bを利用して受具本体11を2本の横端太材25,25等により安定的に固定できる。 In particular, in the beam formwork bottom support 1 of the embodiment, the back plate part 11a of the support tool main body 11 has the formwork binding fittings for binding the wall formwork 21 at the height of the latching parts 11b1, 11b1. 28 and the nut body 28b are inserted through the hole 11a3. It can be stably fixed by thick members 25, 25 and the like.

さらに、型枠に対する受具本体11の固定箇所から梁型枠の底部を支持するパイプ体13までの偏心距離は、型枠緊結金具28のネジ部28aが通り固定ナット28bで締結される背板部11a外側面からパイプ体13断面中心までの距離となり、背面部11aに受具本体固定孔11aを形成しない梁型枠底部受具1(図2)の場合と比べても偏心距離である2本の横端太材25,25の断面中心からパイプ体13断面中心までの距離がより短くなる。 Furthermore, the eccentric distance from the fixing point of the support body 11 to the formwork to the pipe body 13 supporting the bottom of the beam formwork is the back plate through which the threaded portion 28a of the formwork binding fitting 28 passes and which is fastened with the fixing nut 28b. It is the distance from the outer surface of the portion 11a to the center of the cross section of the pipe body 13, which is an eccentric distance 2 compared to the case of the beam formwork bottom support 1 (FIG. 2) in which the support body fixing hole 11a is not formed in the back surface portion 11a. The distance from the cross-sectional center of the horizontal end thick members 25, 25 of the book to the cross-sectional center of the pipe body 13 becomes shorter.

その結果、作用するモーメントが小さくなり、梁型枠底部受具1全体が回転し難くなる共に、パイプ体13が外側に曲がったり傾斜し難くなるので、この点でも型枠支持部14で梁型枠の底部を確実に支持することができる。 As a result, the acting moment becomes smaller, and the entire beam form bottom support 1 is less likely to rotate, and the pipe body 13 is less likely to bend or incline outward. The bottom of the frame can be reliably supported.

また、受具本体固定孔11a3は、図3(b)に示すように型枠緊結金具28の固定ナット28bが通る内径R1を有する大径孔部11a1と、その固定用ナット28bの外径よりも小さく、かつ、ネジ部28aの外径よりも大きい内径R2を有する小径孔部11a2とを有するため、横端太材25を縦桟24や壁型枠21に緊結している型枠緊結金具28の固定用ナット28bを取り外さずに緩めるだけで、梁型枠底部受具1の受具本体11を2本の横端太材25,25に固定することが可能となる。 As shown in FIG. 3(b), the fixing hole 11a3 of the receiving body is defined by the large-diameter hole portion 11a1 having an inner diameter R1 through which the fixing nut 28b of the formwork binding fitting 28 passes, and the outer diameter of the fixing nut 28b. and a small-diameter hole portion 11a2 having an inner diameter R2 larger than the outer diameter of the threaded portion 28a. Only by loosening the fixing nut 28b of 28 without removing it, it becomes possible to fix the receiving device body 11 of the beam form bottom receiving device 1 to the two horizontal end thick members 25,25.

そのため、2本の横端太材25,25への受具本体11の固定作業を簡略化することができるので、この点でも取付け作業性を向上させることができる。 Therefore, the work of fixing the receiving body 11 to the two lateral thick members 25, 25 can be simplified, and in this respect as well, the mounting workability can be improved.

また、実施形態の梁型枠底部受具1では、型枠支持部14は型枠支持部14の中心から偏心した位置にパイプ体13上端が接合されている。 In addition, in the beam formwork bottom support 1 of the embodiment, the upper end of the pipe body 13 is joined to the formwork support part 14 at a position eccentric from the center of the formwork support part 14 .

そのため、図1や図6等に示すように壁型枠21からの突出量(張出量)が小~中の梁型枠22b等の底部を支持する場合は、型枠支持部14の突出量が大きい側を壁型枠21に向けて梁型枠22b等の底部を支持する一方、図7に示すように壁型枠21からの突出量(張出量)が大きい梁型枠22b等の底部を支持する場合は、型枠支持部14の突出量が小さい側を壁型枠21に向けて梁型枠22b等の底部を支持することにより対応することができるので、複数の梁幅に対応することができると共に、複数の梁幅に対応しても梁型枠22b等の底部を確実に支持することができ、この点でも取付け作業性を向上させることができる。 Therefore, as shown in FIG. 1 and FIG. While supporting the bottom of the beam formwork 22b etc. with the side with the larger amount facing the wall formwork 21, as shown in FIG. When supporting the bottom of the beam formwork 22b, etc., it is possible to support the bottom part of the beam formwork 22b or the like with the side of the formwork support part 14 having a smaller amount of protrusion facing the wall formwork 21. In addition, the bottom of the beam formwork 22b and the like can be reliably supported even when a plurality of beam widths are supported. In this respect as well, the installation workability can be improved.

尚、上記実施形態の説明では、横端太材25は断面が円形の単管等で構成して説明したが、断面が正方形の角管や角材等の横端太材を使用している場合は、図8に示すように、側板部11b’,11b’に設ける掛止部11b1’,11b1’は、横端太材25’の正方形の断面形状に応じて切り欠いた受具本体11’を有する梁型枠底部受具1’を構成すれば良い。 In the description of the above embodiment, the horizontal end thick member 25 is configured by a single pipe or the like having a circular cross section. As shown in FIG. 8, the hooking portions 11b1' and 11b1' provided on the side plate portions 11b' and 11b' are notched according to the square cross-sectional shape of the horizontal end thick member 25'. It is sufficient to construct a beam formwork bottom support 1' having

また、上記実施形態の説明では、雄ネジ体15をボルト体15aとナット体15bとで構成して説明したが、本発明ではこれに限らず、ガイド体12の下板部12cの雄ネジ体挿通孔12c1に回転可能かつ脱落しないように支持され、回転させることによってパイプ体13および型枠支持部14を上下動(昇降)させることができれば十分であるので、例えば、全ネジと2個のナット体で構成する等しても勿論良い。 In addition, in the description of the above embodiment, the male threaded body 15 is composed of the bolt body 15a and the nut body 15b. It is sufficient that the pipe body 13 and the formwork support portion 14 can be moved up and down (lifted and lowered) by being rotatably supported in the insertion hole 12c1 so as not to fall off, and thus, for example, a full screw and two Of course, it may be constituted by a nut body.

また、上記実施形態の説明では、梁型枠底部受具1を型枠緊結金具28のネジ部28aおよび固定用ナット28bを利用して横端太材25,25に固定して説明したが、本発明では、これに限らず、型枠緊結金具28を使用せずに受具本体固定孔11a3に挿通可能な通常のボルトまたはネジおよび固定用ナットを使用して横端太材25,25に固定するようにしても勿論良い。 In addition, in the description of the above embodiment, the beam formwork bottom support 1 was fixed to the horizontal end thick members 25, 25 using the threaded portion 28a and the fixing nut 28b of the formwork binding fitting 28. In the present invention, the horizontal end thick members 25, 25 are attached to the horizontal end thick members 25, 25 by using ordinary bolts or screws and fixing nuts that can be inserted into the fixing holes 11a3 of the support body without using the formwork binding metal fittings 28. Of course, it is also possible to fix it.

また、上記実施形態の説明では、背板部11aには大径孔部11a1および小径孔部11a2からなる受具本体固定孔11a3を設けて説明したが、本発明では、受具本体固定孔11a3を省略しても良いし、さらには小径孔部11a2のみの受具本体固定孔11a3を設けても勿論良い。 Further, in the description of the above embodiment, the back plate portion 11a is provided with the support body fixing hole 11a3 composed of the large diameter hole portion 11a1 and the small diameter hole portion 11a2, but in the present invention, the support body fixing hole 11a3 may be omitted, and it is of course possible to provide the receiving body fixing hole 11a3 only for the small-diameter hole portion 11a2.

また、上記実施形態の説明では、型枠支持部14はパイプ体13上端に対し偏心して設けるように説明したが、本発明ではこれに限らず、型枠支持部14の中心にパイプ体13上端を接合して設けるようにしても勿論良い。 In addition, in the description of the above embodiment, the form support part 14 is provided eccentrically with respect to the upper end of the pipe body 13, but the present invention is not limited to this. may of course be provided by joining the .

また、上記実施形態の説明では、パイプ体13は、大径筒部13aと雌ネジ部13b1が形成された小径筒部13bとから構成して説明したが、本発明ではこれに限らず、大径筒部13aの下端部に雄ネジ体15の雄ネジ部15a1に螺合するナット体等を溶接等によって設けた構成でも勿論良い。 In addition, in the description of the above embodiment, the pipe body 13 is composed of the large-diameter cylindrical portion 13a and the small-diameter cylindrical portion 13b having the female screw portion 13b1. Needless to say, a configuration in which a nut body or the like to be screwed onto the male threaded portion 15a1 of the male threaded body 15 is provided by welding or the like at the lower end portion of the diameter cylindrical portion 13a.

1,1’…梁型枠底部受具、11,11’…受具本体、11a…背板部、11a1…大径孔部、11a2…小径孔部、11a3…受具本体固定孔、11b,11b’…側板部、11b1,11b1’…掛止部、11b11…直線部、11b12…湾曲部、12…ガイド体、12a…上板部、12a1…パイプ体挿通孔、12b…縦板部、12c…下板部、12c1…雄ネジ体挿通孔、13…パイプ体、13a…大径筒部、13b…小径筒部、13b1…雌ネジ部、14…型枠支持部、14a…支持板部、14a1…ビス孔、14b,14c…リブ、15…雄ネジ体、15a…ボルト体、15a1…雄ネジ部、15a2…頭部、15b…ナット体、15c…ワッシャ、21…壁型枠、22a…水平梁型枠、22b,22c…縦梁型枠、23…補助材、24…縦桟、25,25’…横端太材(横桟)、26…セパレータ、27…型枠支承具、28…型枠緊結金具、28a…ネジ部、28b…固定用ナット、28c…横端太押付け座金。 Reference Signs List 1, 1'... Beam form bottom support, 11, 11'... Support main body, 11a... Back plate portion, 11a1... Large diameter hole, 11a2... Small diameter hole, 11a3... Support main body fixing hole, 11b, 11b' side plate portion 11b1, 11b1' hook portion 11b11 straight portion 11b12 curved portion 12 guide body 12a upper plate portion 12a1 pipe body insertion hole 12b vertical plate portion 12c Lower plate portion 12c1 Male screw body insertion hole 13 Pipe body 13a Large diameter cylinder portion 13b Small diameter cylinder portion 13b1 Female screw portion 14 Form support portion 14a Support plate portion 14a1... screw hole, 14b, 14c... rib, 15... male screw body, 15a... bolt body, 15a1... male screw part, 15a2... head, 15b... nut body, 15c... washer, 21... wall formwork, 22a... Horizontal beam formwork 22b, 22c Vertical beam formwork 23 Auxiliary material 24 Vertical bar 25, 25' Thick horizontal end member (horizontal bar) 26 Separator 27 Formwork support 28 .

Claims (3)

壁型枠から張り出される梁型枠の底部を支持する梁型枠底部受具であって、
背板部と背板部の左右両側それぞれから背板部に対し垂直方向に延出する側板部とを有し、左右両側の側板部における背板部側と反対側にはそれぞれ壁型枠を固定する横端太材に掛止される掛止部が設けられた受具本体と、
前記受具本体の背板部側に設けられ、上板部と下板部とを有しており、その上板部と下板部の同軸上にはそれぞれパイプ体挿通孔と雄ネジ体挿通孔とが形成されたガイド体と、
前記ガイド体の上板部のパイプ体挿通孔に上下動可能に挿嵌され、その内部には雌ネジ部が形成されたパイプ体と、
前記パイプ体の上端に設けられ梁型枠の底部を支持する型枠支持部と、
前記ガイド体の下板部の雄ネジ体挿通孔に回転可能かつ脱落しないように支持され、雄ネジ部が前記パイプ体の雌ネジ部に螺合し、回転することによって前記ガイド体の上板部のパイプ体挿通孔に挿嵌されている前記パイプ体を上下動させる雄ネジ体と、
を備えたことを特徴とする梁型枠底部受具。
A beam form bottom support that supports the bottom of the beam form overhanging from the wall form,
It has a back plate portion and side plate portions extending in a direction perpendicular to the back plate portion from both left and right sides of the back plate portion, and wall formwork is provided on the side opposite to the back plate portion side of the left and right side plate portions. a receiver body provided with a hooking portion that hooks on the horizontal end thick material to be fixed;
It is provided on the back plate portion side of the support main body and has an upper plate portion and a lower plate portion. a guide body in which a hole is formed;
a pipe body vertically movably inserted into the pipe body insertion hole of the upper plate portion of the guide body and having a female thread formed therein;
a formwork support part provided at the upper end of the pipe body and supporting the bottom part of the beam formwork;
The lower plate portion of the guide body is rotatably supported in the male threaded body insertion hole so as not to fall off, and the male threaded portion is screwed into the female threaded portion of the pipe body. a male screw body for vertically moving the pipe body inserted into the pipe body insertion hole of the part;
A beam form bottom support, comprising:
請求項1記載の梁型枠底部受具において、
前記受具本体の背板部には、前記掛止部の高さであって前記ガイド体および雄ネジ体よりも下方の位置に、壁型枠に前記横端太材を緊結する型枠緊結金具の少なくともネジ部を挿通させて当該受具本体を前記横端太材に固定可能な受具本体固定孔が形成されていることを特徴とする梁型枠底部受具。
The beam formwork bottom bracket of claim 1, wherein
On the back plate portion of the support body, a formwork binding device for binding the horizontal end thick member to the wall formwork is provided at a position that is at the height of the hooking portion and below the guide body and the male screw body. A beam form bottom support, characterized in that a support body fixing hole is formed through which at least a threaded portion of a metal fitting can be inserted to fix the support body to the horizontal end thick member.
請求項1または請求項2に記載の梁型枠底部受具において、
前記型枠支持部は、当該型枠支持部の中心から偏心した位置に前記パイプ体上端が接合されていることを特徴とする梁型枠底部受具。
In the beam formwork bottom support according to claim 1 or claim 2,
A beam formwork bottom support, wherein the formwork support part is joined to the upper end of the pipe body at a position eccentric from the center of the formwork support part.
JP2018210239A 2018-11-08 2018-11-08 Beam formwork bottom bracket Active JP7154500B2 (en)

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005048416A (en) 2003-07-28 2005-02-24 Daiichi Kensetsu Corp Steel panel for beam/wall and construction method of beam/wall using the panel
JP3120107U (en) 2005-12-28 2006-03-23 株式会社佐藤型枠工業 Wall beam formwork support system
JP3209244U (en) 2016-12-19 2017-03-09 有限会社中舘工業 Formwork bottom bracket

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005048416A (en) 2003-07-28 2005-02-24 Daiichi Kensetsu Corp Steel panel for beam/wall and construction method of beam/wall using the panel
JP3120107U (en) 2005-12-28 2006-03-23 株式会社佐藤型枠工業 Wall beam formwork support system
JP3209244U (en) 2016-12-19 2017-03-09 有限会社中舘工業 Formwork bottom bracket

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