JP2008285941A - Backing steel member fixing structure - Google Patents

Backing steel member fixing structure Download PDF

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JP2008285941A
JP2008285941A JP2007133405A JP2007133405A JP2008285941A JP 2008285941 A JP2008285941 A JP 2008285941A JP 2007133405 A JP2007133405 A JP 2007133405A JP 2007133405 A JP2007133405 A JP 2007133405A JP 2008285941 A JP2008285941 A JP 2008285941A
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base steel
steel material
handrail
bolt
anchor
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JP5051359B2 (en
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Ryoko Maeno
涼子 前野
Yuzo Shiode
有三 塩出
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Sumitomo Metal Mining Siporex KK
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Sumitomo Metal Mining Siporex KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a fixing structure of a backing steel member for mounting a handrail of a rising ALC wall easily constructible in a dry method while reducing cost with few members. <P>SOLUTION: An anchor pipe threaded on the inside of the upper end and provided at its lower part with a through hole for inserting an anchor rod is embedded in a lightweight cellular concrete panel, and a handrail fixing backing steel member formed of a bored strip steel plate is placed on the upper end face of the lightweight cellular concrete panel. A bolt penetrating a hole is screwed with a threaded part on the inside of the upper end of the anchor pipe to fix the handrail fixing backing steel member to the upper end face of the lightweight cellular concrete panel. A handrail support member is welded and fixed to the handrail fixing backing steel member to mount the handrail to the upper end face of the rising lightweight cellular concrete wall. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、軽量気泡コンクリートパネル(以下、ALCパネルという。)を使用して構成される、ベランダ、バルコニー、パラペット、廊下、階段等の立ち上がり壁に手摺を取り付ける場合の手摺取付構造に関するものである。   The present invention relates to a handrail attachment structure for attaching a handrail to a rising wall such as a veranda, a balcony, a parapet, a corridor, and a staircase, which is configured using a lightweight cellular concrete panel (hereinafter referred to as an ALC panel). .

ALCパネルは、建物の壁、床、屋根等に使用されている。この中で、ALCパネルがベランダや階段の立ち上がり壁として使用される場合には、立ち上がり壁として使用するALCパネルの横幅方向の略中心部でかつ高さ方向の下部及び下寄りの中間部とを、パネル取付金具などを介して建物躯体に取り付けて支持する構造が採用されている。その一例として図9に示すような立ち上がり壁の取付構造が知られている。
図9に示す立ち上がり壁の取付構造では、ベランダ壁として使用されるALCパネル1内に、2つのアンカー31、32が埋設されており、その埋設位置はALCパネル1の下部寄り部分と縦方向の中間部分との2カ所で、かつALCパネル1の横幅方向の中心部に位置している。中間部の位置は通常はALCパネル中心点よりもやや下方部に位置している。そして、ALCパネル1はアンカー31、32の2カ所で取付け金具5とボルト6とを介して建物驅体7に取付けられている。
なお、ALCパネル1内に埋設されるアンカー31、32は、長尺L字型プレートであり、ALCパネル1の横幅の1/3以上の長さを有するとともに、アンカーナットがその中心に1個のみ設けられた構造である。
そして、アンカー31の位置高さのALCパネル1内面側の位置には、L字型アングル8が梁等の建物驅体7に溶接固定されており、その起立板8aの背面がALCパネル1内側面に当接するように設けられている。
ALC panels are used for building walls, floors, roofs, and the like. Among these, when the ALC panel is used as a rising wall of a veranda or a staircase, the ALC panel used as the rising wall is provided with a substantially central portion in the width direction and a lower portion in the height direction and a lower intermediate portion. In addition, a structure that is attached to and supported by a building frame via a panel mounting bracket or the like is employed. As an example, a rising wall mounting structure as shown in FIG. 9 is known.
In the mounting structure of the rising wall shown in FIG. 9, two anchors 31 and 32 are embedded in the ALC panel 1 used as a veranda wall, and the embedded position is in the vertical direction with the lower portion of the ALC panel 1. It is located at the center of the ALC panel 1 in the width direction at two locations with the intermediate portion. The position of the intermediate part is usually located slightly below the center point of the ALC panel. The ALC panel 1 is attached to the building frame 7 via the mounting bracket 5 and the bolt 6 at two locations of the anchors 31 and 32.
The anchors 31 and 32 embedded in the ALC panel 1 are long L-shaped plates, have a length of 1/3 or more of the lateral width of the ALC panel 1, and one anchor nut at the center. It is the structure provided only.
An L-shaped angle 8 is welded and fixed to a building housing 7 such as a beam at the position on the inner surface side of the ALC panel 1 at the height of the anchor 31, and the back surface of the upright plate 8 a is inside the ALC panel 1. It is provided so as to contact the side surface.

また、ALCパネル1の下部小口面1eは、L字型の受けアングル10に載置されており、その起立板10aの内側面がALCパネル1の内側面と当接するように設置されていて、ALCパネル1の下部小口面1eを受け止めている。L字型アングル8の起立板8aとL字型の受けアングル10の起立板10aとには、取付金具5がALCパネル1のアンカー31および32の位置に対応して固定されている。
この取付構造によれば、十分な取付強度を容易に持たせることができ、しかも少ない取付部材で容易に立ち上がり壁を建物躯体に取り付けることができるとされている(例えば、特許文献1参照。)
Further, the lower fore edge surface 1e of the ALC panel 1 is placed on an L-shaped receiving angle 10, and is installed so that the inner side surface of the upright plate 10a is in contact with the inner side surface of the ALC panel 1, The lower edge surface 1e of the ALC panel 1 is received. The mounting bracket 5 is fixed to the upright plate 8 a of the L-shaped angle 8 and the upright plate 10 a of the L-shaped receiving angle 10 corresponding to the positions of the anchors 31 and 32 of the ALC panel 1.
According to this mounting structure, sufficient mounting strength can be easily provided, and the rising wall can be easily mounted on the building frame with a small number of mounting members (see, for example, Patent Document 1).

この場合、立ち上がり壁は、ベランダ、階段、廊下などその上端に手摺を設ける場合が多く、前記パネルの基本構造に加えて、パネルの側方小口面同士が摺動可能に当接しており、ALCパネルの上方小口面のパネル横幅方向の中央部またはその付近にアンカー部材が植設されており、そのアンカー部材に手摺柱を取り付けるための鋼板が固定されている構造が知られている。
その一例としては図10に示すように、前記内容に加えアンカー部材とパネル母材との間をセメント系接合材で埋めて固定することが開示されている。さらに、鋼板をナットによりアンカー部材に効率良く固定するため、あらかじめ孔をあけた鋼板を使用することが開示されている(例えば、特許文献2参照。)。
In this case, the rising wall is often provided with a handrail at the upper end of a veranda, a staircase, a corridor, etc. In addition to the basic structure of the panel, the side edge surfaces of the panel are slidably in contact with each other. There is known a structure in which an anchor member is planted at or near the center of the upper edge of the panel in the width direction of the panel, and a steel plate for attaching a handrail column is fixed to the anchor member.
As an example, as shown in FIG. 10, in addition to the above contents, it is disclosed that the anchor member and the panel base material are filled and fixed with a cement-based bonding material. Furthermore, in order to efficiently fix the steel plate to the anchor member with a nut, it has been disclosed to use a steel plate having a hole in advance (for example, see Patent Document 2).

図10に示された手摺取付構造の例ではALCパネル1はモルタル等を使用せずに、側方小口面1c同士が摺動可能に直接当接している。ALCパネル1の目地部18は側方小口面1cに設けられた凹凸が係合する実目地を形成している。
ALCパネル1の上方小口面1dの横幅方向の中央部には、手摺取付用部材19を緊結するためのアンカー部材20が植設されている。このアンカー部材20の上部20aには雄ネジが螺刻されていて、その部分がALCパネル1の上方小口面1dより突出しており、残り部分はALCパネル1内に穿孔された孔にモルタル等の接着部材21を充填して植設固定してある。手摺取付用部材19としては、アンカー部材20の上部20aを貫通させる孔29を設けた所定厚さの帯鋼板が用いられており、その孔29にアンカー部材20を貫通させて、アンカー部材20の上部20aにワッシャー22を介してナット23を螺合して、上方小口面1dに敷設固定してある。
In the example of the handrail attachment structure shown in FIG. 10, the ALC panel 1 does not use mortar or the like, and the side edge surfaces 1c are in direct contact with each other so as to be slidable. The joint portion 18 of the ALC panel 1 forms a real joint where the unevenness provided on the side edge 1c is engaged.
An anchor member 20 for fastening the handrail attachment member 19 is planted in the center portion in the lateral width direction of the upper edge surface 1d of the ALC panel 1. A male screw is threaded on the upper portion 20a of the anchor member 20, and the portion protrudes from the upper edge surface 1d of the ALC panel 1, and the remaining portion is formed in a hole drilled in the ALC panel 1 such as mortar. The adhesive member 21 is filled and fixed. As the handrail mounting member 19, a strip steel plate having a predetermined thickness provided with a hole 29 that penetrates the upper portion 20 a of the anchor member 20 is used. The anchor member 20 is penetrated through the hole 29, and the anchor member 20 A nut 23 is screwed onto the upper portion 20a via a washer 22, and is laid and fixed on the upper edge surface 1d.

手摺取付用部材19の上面には手摺支柱部材24を所定間隔で溶接固定してあり、手摺取付用部材19上に手摺支柱部材24を貫通させた笠木25を載置してある。また、手摺支柱部材24の上端部には手摺26を固定してある。なお、手摺支柱部材24は手摺取付用部材19の上面にビスなどの係止部材を用いて固定しても良い。
このような構造とすれば、手摺取付用部材19を緊結させる際に、アンカー部材20の上部20aに設けた雄ネジにナット23を螺合させて固定すると、簡単な構造でしかも固定作業も簡単で十分な緊結強度をもって緊結することができる。
A handrail support member 24 is welded and fixed at a predetermined interval on the upper surface of the handrail attachment member 19, and a headboard 25 through which the handrail support member 24 penetrates is placed on the handrail attachment member 19. A handrail 26 is fixed to the upper end portion of the handrail support member 24. The handrail support member 24 may be fixed to the upper surface of the handrail attachment member 19 using a locking member such as a screw.
With such a structure, when the handrail mounting member 19 is fastened, if the nut 23 is screwed and fixed to the male screw provided on the upper portion 20a of the anchor member 20, the structure is simple and the fixing work is easy. Can be fastened with sufficient tightness.

また他の手摺取付構造の例としては図11に示すように、パネル側方小口面同士が互いに突き合わされてできる目地部内の空隙部にモルタルを流し込み、該モルタルに目地鉄筋のような棒鋼よりなる埋込部材がALCパネルの上方から挿入されており、その埋込部材に鋼板をナットなどの掛け止め金具により固定し、鋼板に手摺柱が固定されている構造について開示されている(例えば特許文献3参照。)。   As another example of the handrail mounting structure, as shown in FIG. 11, the mortar is poured into a void portion in the joint portion formed by abutting the panel side facets with each other, and the mortar is made of a steel bar such as a joint reinforcement. There is disclosed a structure in which an embedded member is inserted from above the ALC panel, a steel plate is fixed to the embedded member with a latch such as a nut, and a handrail column is fixed to the steel plate (for example, Patent Documents). 3).

図11の例では、半円筒状の凹条17が形成されたALCパネル1の側方小口面1c同士が互いに突き合わされてできる目地部18内の円筒状の空隙部Mに、接着部材としてモルタルを流し込み、モルタルを硬化させる。それによって隣同士のALCパネルは一体化され、ALCパネル1の目地部18は強度を持つようになり、ALCパネルにかかる荷重を隣同士のパネルに分散させる役割も果たす。
このモルタルの流し込みの際、上端部にネジ部が形成された係止金具となるアンカー部材20を予め用意しておき、ALCパネル1,1,1・・・間の目地部18内の上部に、ネジ部がALCパネル1の上方小口面1dよりも突出するように埋設して、アンカー部材20をモルタルで固定する。
図12に、この際使用するアンカー部材20の一例を外観斜視図で示す。図12に示したアンカー部材20は、棒鋼36の上端部にネジ切り部36bを設け、かつ下部をプレスして板状部分36aを形成したものである。このようなアンカー部材を使用すれば、板状部分36aがモルタル内で強固に固定されるとともに、上端部にネジ切り部36bで手摺取付用部材をネジ止めして固定することが容易となる。
次に、ALCパネル1の上方小口面1dに突出した係止金具であるアンカー部材20に、手摺取付用部材19を係止させてALCパネル1の上方小口面1d上に敷設・固定し、その手摺取付用部材19に手摺支柱部材24を固定する。より具体的には、別に孔29が開けられた帯鋼からなる手摺取付用部材19を用意しておき、この手摺取付用部材19の孔29にアンカー部材20(係止金具)を貫通させる。そして、手摺取付用部材19の上からアンカー部材上部20aのネジ部にナット23を螺合することにより、ALCパネル1の上方小口面1d上に手摺取付用部材19を敷設・固定する。
In the example of FIG. 11, mortar is used as an adhesive member in the cylindrical gap M in the joint 18 formed by abutting the side edge surfaces 1c of the ALC panel 1 in which the semicylindrical recess 17 is formed. To cure the mortar. As a result, the adjacent ALC panels are integrated, and the joint portion 18 of the ALC panel 1 has strength, and also plays a role of distributing the load applied to the ALC panel to the adjacent panels.
When the mortar is poured, an anchor member 20 serving as a locking bracket having a screw portion formed at the upper end portion is prepared in advance, and the upper portion in the joint portion 18 between the ALC panels 1, 1, 1. The anchor member 20 is fixed with mortar by embedding the screw portion so as to protrude from the upper edge surface 1d of the ALC panel 1.
FIG. 12 is an external perspective view showing an example of the anchor member 20 used at this time. The anchor member 20 shown in FIG. 12 is formed by providing a threaded portion 36b at the upper end of a steel bar 36 and pressing a lower portion to form a plate-like portion 36a. If such an anchor member is used, the plate-like portion 36a is firmly fixed in the mortar, and it becomes easy to fix the handrail attaching member to the upper end portion by screwing with a screw cutting portion 36b.
Next, the handrail mounting member 19 is locked to the anchor member 20, which is a locking fitting protruding from the upper edge surface 1 d of the ALC panel 1, and is laid and fixed on the upper edge surface 1 d of the ALC panel 1. The handrail support member 24 is fixed to the handrail attachment member 19. More specifically, a handrail mounting member 19 made of a steel strip having a hole 29 is prepared in advance, and the anchor member 20 (locking metal fitting) is passed through the hole 29 of the handrail mounting member 19. Then, the handrail mounting member 19 is laid and fixed on the upper edge surface 1d of the ALC panel 1 by screwing the nut 23 onto the threaded portion of the anchor member upper portion 20a from above the handrail mounting member 19.

この図11の例においては特許文献2の例と同様に、埋込アンカー部材が突き抜ける穴があらかじめあけられている鋼板を使用し、鋼板に手摺取付用部材を直接溶接することが開示されている。
係止金具としてこのようなアンカー部材を利用し、ナットを用いて手摺取付用部材を敷設・固定する構成とすれば、より少ない部材で取り付けることができるためコストがより低減し、また、取付け作業も容易になるとされる。
また、ALCパネルが揺れても手摺取付用部材がALCパネルの上方小口面にぴったりくっついて、浮き上がることが全くなくなるので、ALCパネル同士の連結がより強固になり、隣同士のALCパネルは一体化され、ALCパネルにかかる荷重を隣同士のパネルに分散させるので、より頑丈な手摺付き立ち上りALC壁構造となるとされる。
また、モルタルは固化後にALCパネルの数倍の強度に固まり、隣同士のALCパネルを一体化させるので、アンカー部材は手摺部や手摺取付用部材のより強固なアンカーになるとされている。
In the example of FIG. 11, as in the example of Patent Document 2, it is disclosed that a steel plate in which a hole through which an embedded anchor member penetrates is used in advance and a handrail mounting member is directly welded to the steel plate. .
By using such an anchor member as a locking bracket and laying and fixing the handrail mounting member using a nut, it is possible to mount with fewer members, so the cost is further reduced, and the installation work It will be easier.
In addition, even if the ALC panel is shaken, the handrail mounting member will stick to the upper edge of the ALC panel and will not lift up at all. In addition, since the load applied to the ALC panel is distributed to the adjacent panels, the ALC wall structure with a more sturdy handrail is assumed.
In addition, since the mortar solidifies several times the strength of the ALC panel after solidification and integrates the adjacent ALC panels, the anchor member is said to be a stronger anchor for the handrail part and the handrail attachment member.

特許文献2ではセメント系の結合材、特許文献3ではモルタルを、それぞれアンカー部材のALCへの固定に使用する。この場合、現場で材料と水を調合し施工する湿式構法となり以下のような課題があった。
・水と粉体の調合と混練作業が必要であり手間が多い。
・孔部あるいは丸溝部にセメント系の結合材やモルタルを充填する際、現場が汚れやすい。
・養生期間が必要となり工期が長くなる。
加えて特許文献3においては、
・セメント系結合材のALCとの接着力を確保するためアンカー部材を植設する孔部の内面に付着した粉を除去する必要があるが、その作業が煩雑である。
などの課題があった。
特開平09−203151号公報 特開2000−129773号公報 特開平09−317120号公報
In Patent Document 2, a cement-based binder is used, and in Patent Document 3, mortar is used to fix the anchor member to the ALC. In this case, it became a wet construction method in which materials and water were mixed and applied on site, and had the following problems.
-It requires a lot of work because it requires preparation and kneading of water and powder.
・ When filling a hole or round groove with cement-based binder or mortar, the site is likely to get dirty.
・ A curing period is required, and the construction period becomes longer.
In addition, in Patent Document 3,
-It is necessary to remove the powder adhering to the inner surface of the hole in which the anchor member is implanted in order to ensure the adhesive strength between the cement-based binder and the ALC, but the operation is complicated.
There were issues such as.
Japanese Patent Laid-Open No. 09-203151 JP 2000-129773 A JP 09-317120 A

本発明は上記課題を解決するためになされたものであり、ALCパネルで構築された立上がり壁の天端に手摺を取付ける際に、乾式で必要な固定強度が安定的に得られる手摺下地の固定構造を提案することにある。   The present invention has been made in order to solve the above-mentioned problems, and when attaching a handrail to the top end of a rising wall constructed of an ALC panel, fixing a handrail base that can stably obtain a necessary fixing strength in a dry type To propose a structure.

上記課題を解決するために、本発明は、軽量気泡コンクリートパネルで構築した立上がり壁の上端小口面に手摺取付用の下地鋼材を固定する構造であって、一端の内面に雌ねじ部を有し他端には貫通孔が設けられたアンカーパイプが、軽量気泡コンクリートパネル上部小口面に雌ねじ部が露出するように雌ねじ部を上側に貫通孔を下側にして軽量気泡コンクリートパネル内に埋設され、アンカーパイプの貫通孔にはアンカー棒がパネル表面に垂直になるように挿入され、雌ねじ部に手摺取付用の下地鋼材の孔部を貫通させたボルトが螺合しており、ボルトを締め付けることにより下地鋼材が軽量気泡コンクリートパネル上部小口面に固定されている手摺取付用下地鋼材の固定構造とした。
また、上記課題を解決するために本発明の固定構造は、前記下地鋼材が孔部を有する平鋼であり、ボルトはねじ径よりも大きくかつ下地鋼材の孔部径よりも大きい径の頭部を有し、ボルトが下地鋼材の孔部を貫通してボルトの頭部が下地鋼材を押さえつけるようにアンカーパイプの雌ネジ部に螺合されている手摺取付用下地鋼材の固定構造とした。
In order to solve the above-mentioned problems, the present invention is a structure in which a base steel material for attaching a handrail is fixed to an upper end small edge surface of a rising wall constructed of a lightweight cellular concrete panel, and has an internal thread portion on the inner surface of one end. An anchor pipe with a through hole at the end is embedded in the lightweight cellular concrete panel with the female thread part on the upper side and the through hole on the lower side so that the female thread part is exposed at the upper edge of the lightweight cellular concrete panel. The anchor rod is inserted into the through hole of the pipe so as to be perpendicular to the panel surface, and the bolt that penetrates the hole of the base steel material for handrail attachment is screwed into the female thread part. A base steel material fixing structure for attaching a handrail in which the steel material is fixed to the upper edge surface of the lightweight cellular concrete panel was adopted.
In order to solve the above problems, the fixing structure of the present invention is a flat steel in which the base steel material has a hole, and the bolt has a head having a diameter larger than the screw diameter and larger than the hole diameter of the base steel material. The base steel material for attaching a handrail is screwed to the female thread portion of the anchor pipe so that the bolt penetrates the hole of the base steel material and the head of the bolt presses the base steel material.

また、本発明の固定構造は、前記下地鋼材が所定ピッチに応じた長さに切断された平鋼であり、ボルトはねじ径よりも大きい径の頭部を有し、下地鋼材は所定ピッチで間隔を開けて複数枚敷設され、隣り合う下地鋼材の端部間隙の上面に座金を配置し、座金の孔を貫通したボルトの頭部が座金を介して下地鋼材を押さえつけるようにしてボルトがアンカーパイプの雌ねじ部材に螺合されている手摺取付用下地鋼材の固定構造としても良い。
あるいは、前記下地鋼材がアンカーパイプに合わせた所定ピッチに応じた長さに切断された平鋼であり、前記ボルトの頭部にはねじ軸に垂直な平板部を有し、平板部の中央部には螺合用のアタッチメントに応じた凹状部を有しており、所定ピッチで間隔を開けて敷設した複数枚の下地鋼材の、隣り合う端部間隙に開口しているアンカーパイプの雌ねじ部材にボルトを螺合させ、ボルトの平板部が下地鋼材を押さえつけるようにして雌ねじ部材に螺合されている手摺取付用下地鋼材の固定構造としても良い。
The fixing structure of the present invention is a flat steel in which the base steel material is cut to a length corresponding to a predetermined pitch, the bolt has a head having a diameter larger than the screw diameter, and the base steel material has a predetermined pitch. Multiple bolts are laid out at intervals, a washer is placed on the upper surface of the end gap of adjacent base steel materials, and the bolts are anchored so that the heads of bolts that penetrate the holes in the washers press the base steel materials through the washers. It is good also as a fixed structure of the handrail attachment base steel material screwed by the internal thread member of a pipe.
Alternatively, the base steel material is a flat steel cut to a length corresponding to a predetermined pitch matched to the anchor pipe, and the bolt head has a flat plate portion perpendicular to the screw shaft, and the central portion of the flat plate portion Has a concave portion corresponding to the attachment for screwing, and a bolt is attached to a female screw member of an anchor pipe that is opened in a gap between adjacent ends of a plurality of base steel materials laid at a predetermined pitch and spaced apart from each other. It is good also as a fixed structure of the handrail mounting base steel material screwed by the internal thread member so that the flat plate part of a bolt may press down the base steel material.

さらに、本発明の前記下地鋼材の固定構造は、下地鋼材は平鋼であり、前記はボルトの頭部にはねじ軸に垂直な平板部を有し、平板部の中央部には螺合用の工具のアタッチメントに応じた凹状部を有しており、ボルトの平板部が軽量気泡コンクリートパネルの上部小口面に押し付けられて固定されており、ボルトがアンカーパイプの雌ねじ部材に螺合され、ボルト平板部の上面に下地鋼材が敷設されて溶接固定されている手摺取付用下地鋼材の固定構造としても良い。   Further, in the fixing structure of the base steel material according to the present invention, the base steel material is a flat steel, and the bolt has a flat plate portion perpendicular to the screw shaft at the head of the bolt, and a screw for screwing at the center of the flat plate portion. It has a concave part corresponding to the attachment of the tool, the flat plate part of the bolt is pressed against the upper edge of the lightweight cellular concrete panel and fixed, the bolt is screwed to the female screw member of the anchor pipe, and the bolt flat plate It is good also as a fixed structure of the base steel material for handrail attachment by which the base steel material is laid on the upper surface of the part, and is fixed by welding.

本発明にいては、前記アンカーパイプおよび前記アンカー棒の表面の少なくとも一部をゴム材で被覆したものとしてもよい。   In the present invention, at least a part of the surface of the anchor pipe and the anchor rod may be covered with a rubber material.

本発明によれば、手摺取付用の下地鋼材を締め付けるボルトが直接ALCパネルに接触しておらず、ボルトの応力がアンカーパイプにより分散されてALCパネルに伝わるので、立ち上がり壁として使用するALCパネルの上部小口面に十分な強度を確保した手摺を簡単にしかも確実に取り付けることができる。また、乾式作業のみで取り付けることができ、現場のクリーンアップを図ることができる。さらに、乾式で取り付けることによりモルタルの硬化を待って手摺を施工する必要がなく、施工スピードのアップにつなげることができ、全体として施工コストを抑制することができる。   According to the present invention, the bolt for fastening the base steel material for attaching the handrail is not in direct contact with the ALC panel, and the stress of the bolt is dispersed by the anchor pipe and transmitted to the ALC panel. A handrail with sufficient strength can be easily and securely attached to the upper facet. Moreover, it can be attached only by dry-type work, and the field can be cleaned up. Furthermore, it is not necessary to wait for the mortar to harden and install a handrail by attaching it dry, which can lead to an increase in construction speed, and the construction cost can be suppressed as a whole.

(第1の実施の形態)
図1に、本発明により立ち上がりALC壁に手摺を取り付けた状態の一例を外観斜視図で示す。
図1に示した手摺の取付構造では、ALCパネル1の上部小口面1dに手摺取付用の下地鋼材9が載置され、ボルト3によりALCパネル1に埋設されたアンカーパイプ2のネジ切り部に螺合させて固定してある。この手摺取付用の下地鋼材9に手摺支柱部材24を溶接固定して、手摺26をALCパネル1の上部小口面1dに取り付ける。
(First embodiment)
FIG. 1 is an external perspective view showing an example of a state in which a handrail is attached to a rising ALC wall according to the present invention.
In the handrail attachment structure shown in FIG. 1, a base steel material 9 for handrail attachment is placed on the upper edge surface 1 d of the ALC panel 1, and the anchor pipe 2 embedded in the ALC panel 1 with bolts 3 is threaded. It is fixed by screwing. The handrail support member 24 is welded and fixed to the base steel material 9 for attaching the handrail, and the handrail 26 is attached to the upper edge surface 1d of the ALC panel 1.

図2は、本発明の第1の実施形態に係る手摺下地取付構造の施工方法を説明する斜視図である。
ALCパネル1の上部小口面1dには、ALCパネル1の内部に埋設されたアンカーパイプ2の上端2aに設けられたネジ切り部2bが露出している。
ここで、アンカーパイプ2は、ALCパネル1の厚さの1/8ないし1/4の外形を有し、長さが25〜35cm程度の鋼管からなり、上端2aの内側にはネジ切り加工を施して、後にボルトで手摺取付用の下地鋼材9を固定するためのネジ切り部2bが設けられており、アンカーパイプ2の下部には引抜き防止用のアンカー棒4を挿入するための貫通孔2cが穿孔されている。図3はアンカーパイプ2の構造を示し、(a)は側面図、(b)は正面図を示す。
FIG. 2 is a perspective view for explaining a construction method of the handrail base mounting structure according to the first embodiment of the present invention.
On the top edge surface 1d of the ALC panel 1, a threaded portion 2b provided on the upper end 2a of the anchor pipe 2 embedded in the ALC panel 1 is exposed.
Here, the anchor pipe 2 has an outer shape that is 1/8 to 1/4 of the thickness of the ALC panel 1, is made of a steel pipe having a length of about 25 to 35 cm, and is threaded inside the upper end 2a. And a threaded portion 2b for fixing a base steel material 9 for handrail attachment later with a bolt is provided, and a through hole 2c for inserting an anchor rod 4 for preventing pulling out is provided below the anchor pipe 2. Is perforated. FIG. 3 shows the structure of the anchor pipe 2, (a) is a side view, and (b) is a front view.

アンカーパイプ2をALCパネル1内に埋設する方法の一つとしては、型枠内に軽量気泡コンクリートを注入して硬化させる際に、あらかじめ貫通孔2cにアンカー棒4を挿入したアンカーパイプ2を型枠内にセットしておく方法がある。
別の方法としては、軽量気泡コンクリート硬化させてALCパネルを得た後、ALCパネル1の上部小口面1d及び表面1aの所定位置に、ドリルを使用してアンカーパイプ2挿入用とアンカー棒4挿入用の孔を穿孔し、しかる後、ALCパネル1の上部小口面1dからアンカーパイプ2を挿入し、さらにALCパネル1の表面1aから貫通孔2cにアンカー棒4を挿入する方法も利用できる。
One method for embedding the anchor pipe 2 in the ALC panel 1 is to mold the anchor pipe 2 in which the anchor rod 4 is inserted into the through-hole 2c in advance when light-weight cellular concrete is injected into the mold and cured. There is a method to set it in the frame.
As another method, after hardening the lightweight cellular concrete to obtain the ALC panel, the anchor pipe 2 and the anchor rod 4 are inserted into a predetermined position on the upper edge surface 1d and the surface 1a of the ALC panel 1 using a drill. It is also possible to use a method in which a hole is drilled and then the anchor pipe 2 is inserted from the upper edge surface 1d of the ALC panel 1 and the anchor rod 4 is further inserted from the surface 1a of the ALC panel 1 into the through hole 2c.

次に、各ALCパネル1の上部小口面1dの厚さ方向の中央部に、ALCパネル表面1aに平行となるように、帯鋼板からなる手摺取付用の下地鋼材9を載置する。手摺取付用の下地鋼材9にはアンカーパイプ2の埋設ピッチにあわせて、あらかじめボルト挿入用の孔部9aを設けておく。手摺取付用の下地鋼材9の幅は、ALCパネル1の幅よりもやや狭くするのが好ましい。また、手摺取付用の下地鋼材9の長さは1枚のALCパネル1の長さと同じでも良いが、強度の点からALCパネルの長さの数枚分の長さを有するものとする方がより好ましい。
ALCパネル1の上部小口面1dに手摺取付用の下地鋼材9を載置した後、ボルト3を手摺取付用の下地鋼材9の孔部9aに貫通させてアンカーパイプ2のネジ切り部2bに螺合し、手摺取付用の下地鋼材9をALCパネル1の上部小口面1dに固定する。
Next, the base steel material 9 for handrail attachment which consists of a strip steel plate is mounted in the center part of the thickness direction of the upper edge surface 1d of each ALC panel 1 so that it may become parallel to the ALC panel surface 1a. In the base steel material 9 for attaching the handrail, holes 9a for inserting bolts are provided in advance in accordance with the embedding pitch of the anchor pipe 2. The width of the base steel material 9 for attaching the handrail is preferably slightly narrower than the width of the ALC panel 1. Further, the length of the base steel material 9 for attaching the handrail may be the same as the length of one ALC panel 1, but in terms of strength, it is preferable to have a length corresponding to several ALC panels. More preferred.
After placing the base steel material 9 for attaching the handrail on the upper edge surface 1d of the ALC panel 1, the bolt 3 is passed through the hole 9a of the base steel material 9 for attaching the handrail and screwed into the threaded portion 2b of the anchor pipe 2. The base steel material 9 for attaching the handrail is fixed to the upper edge surface 1 d of the ALC panel 1.

手摺取付用の下地鋼材をALCパネル1の上部小口面に固定した後は、従来方法と同様に、手摺取付用の下地鋼材に図示省略の手摺支柱部材を溶接固定し、ALCパネルからなる立ち上がり壁等に手摺を取り付ければよい。
この際、あらかじめ手摺取付用の下地鋼材9に手摺支持部材を固定するための手摺支持部材受け金具を取り付けておくと、強度や施工作業の点から好ましい。手摺支持部材受け金具は、手摺支持部材がパイプ状の時は該パイプ内径よりも細い突起が、手摺支持部材が棒状の時は該棒外径よりも太い内径のパイプが利用できる。
After fixing the base steel material for attaching the handrail to the upper edge of the ALC panel 1, as shown in the conventional method, a handrail support member (not shown) is fixed to the base steel material for attaching the handrail by welding, and the rising wall made of the ALC panel What is necessary is just to attach a handrail to.
At this time, it is preferable from the viewpoint of strength and construction work to attach a handrail support member bracket for fixing the handrail support member to the base steel material 9 for handrail attachment in advance. As the handrail support member bracket, when the handrail support member has a pipe shape, a protrusion that is thinner than the inner diameter of the pipe can be used, and when the handrail support member has a rod shape, a pipe having an inner diameter larger than the outer diameter of the rod can be used.

上記第1の実施形態における下地鋼材の固定構造を断面図で図4に示す。
アンカーパイプの上端2aは、ALCパネル1の上部小口面1dから10mm以上内部に位置することが望ましい。これは、アンカーパイプ2の上端角部がALCパネル1の端部に接すると水平方向に荷重が掛かった場合に欠けやすいためである。
また、ボルト3を締め付けていくことで、アンカー棒4がALCパネルの上部小口面1dに密着し、固定強度が増す。
FIG. 4 is a cross-sectional view of the base steel material fixing structure in the first embodiment.
The upper end 2a of the anchor pipe is preferably located at least 10 mm inside the upper edge surface 1d of the ALC panel 1. This is because if the upper end corner of the anchor pipe 2 is in contact with the end of the ALC panel 1, the anchor pipe 2 is easily chipped when a load is applied in the horizontal direction.
Further, by tightening the bolt 3, the anchor bar 4 comes into close contact with the upper edge surface 1d of the ALC panel, and the fixing strength is increased.

(第2の実施の形態)
図5は、本発明の第2の実施形態に係る手摺下地取付構造の施工方法を説明する斜視図である。本実施形態においても第1の実施形態で使用したのと同じアンカーパイプ2を使用して、第1の実施形態と同様にしてALCパネル内1に埋設して使用する。
すなわち、ALCパネル1の上部小口面1dの厚さ方向の中央部に、ALCパネル表面1aに平行となるように帯鋼板からなる手摺取付用の下地鋼材12を載置する。手摺取付用の下地鋼材12はALCパネル1内に埋設されたアンカーパイプ2の上端が露出した位置で間隙ができるようにして載置し、ALCパネル1の上部小口面1dの全長にわたって複数枚載置する。
次に、手摺取付用の下地鋼材12の隣り合う両端12a、12bに跨るように、ボルト挿入用の長孔13aを有するプレート13を載置する。該プレート13を手摺取付用の下地鋼材12の表面に溶接固定する。
(Second Embodiment)
FIG. 5 is a perspective view for explaining a construction method of the handrail base mounting structure according to the second embodiment of the present invention. Also in this embodiment, the same anchor pipe 2 as used in the first embodiment is used, and it is embedded in the ALC panel 1 in the same manner as in the first embodiment.
That is, the base steel material 12 for handrail attachment which consists of a strip steel plate is mounted in the center part of the thickness direction of the upper edge surface 1d of the ALC panel 1 so that it may become parallel to the ALC panel surface 1a. The base steel material 12 for attaching the handrail is placed so that a gap is formed at a position where the upper end of the anchor pipe 2 embedded in the ALC panel 1 is exposed, and a plurality of pieces are placed over the entire length of the upper edge surface 1d of the ALC panel 1. Put.
Next, the plate 13 having the long holes 13a for inserting bolts is placed so as to straddle the adjacent both ends 12a and 12b of the base steel material 12 for attaching the handrail. The plate 13 is welded and fixed to the surface of the base steel material 12 for handrail attachment.

ALCパネル1には、上部小口面1dからアンカーパイプ2が挿入され埋設されており、このアンカーパイプ2の上端2aの内面に螺刻されたネジ切り部2bがALCパネル1の上部小口面1dに露出している。プレート13の長孔13aにボルト3を貫通させ、前記ネジ切り部2bに螺合させて締め付けることにより、手摺取付用の下地鋼材12をALCパネル1の上部小口面1dに固定する。
手摺取付用の下地鋼材12をALCパネル1の上部小口面1dに固定した後は、第1の実施形態と同様に、該手摺取付用の下地鋼材12に手摺支柱部材24を溶接固定して、立ち上がりALC壁に手摺を取り付ける。
An anchor pipe 2 is inserted and embedded in the ALC panel 1 from the upper fore edge surface 1 d, and a threaded portion 2 b threaded on the inner surface of the upper end 2 a of the anchor pipe 2 is formed in the upper end edge surface 1 d of the ALC panel 1. Exposed. The bolt 3 is passed through the long hole 13 a of the plate 13 and screwed into the threaded portion 2 b and tightened to fix the base steel material 12 for handrail attachment to the upper edge surface 1 d of the ALC panel 1.
After the base steel material 12 for handrail attachment is fixed to the upper edge surface 1d of the ALC panel 1, the handrail support member 24 is welded and fixed to the base steel material 12 for handrail attachment, as in the first embodiment. Stand up and attach a handrail to the ALC wall.

(第3の実施の形態)
図6は本発明の第3の実施形態に係る手摺下地取り付け構造の施工方法を説明する斜視図である。本実施形態においても、第一の実施形態で使用したものと同じアンカーパイプ2を使用して、第一の実施形態と同様にしてALCパネル内1に埋設して使用する。
すなわち、ALCパネル1の上部小口面1dの厚さ方向の中央部に、ALCパネル表面1aに平行となるように帯鋼板からなる手摺取付用の下地鋼材12を載置する。手摺取付用の下地鋼材12はALCパネル1内に埋設されたアンカーパイプ2の上端が露出した位置で間隙12aができるようにして載置し、ALCパネル1の上部小口面1dの全長にわたって複数枚載置する。
ALCパネル1には、上部小口面1dからアンカーパイプ2が挿入され埋設されており、このアンカーパイプ2の上端2aの内面に螺刻されたネジ切り部2bがALCパネル1の上部小口面1dに露出している。
下地鋼材12の間隙12aを通してアンカーパイプ2のネジ切り部2bにボルト38を挿入して螺合させる。ボルト38の頭部はボルト軸に垂直な平板部38aをなしており、平板部38aの中心には螺合工具のアタッチメントに合った凹部38bが加工されていて、凹部38bを利用しドリルなどの電動工具やレンチを用いて締め付けると作業性がよい。 下地鋼材12をボルト38で締め付けて固定した後、平板部38aと下地鋼材12の接する部分を溶接により固定する。
(Third embodiment)
FIG. 6 is a perspective view for explaining the construction method of the handrail foundation mounting structure according to the third embodiment of the present invention. Also in this embodiment, the same anchor pipe 2 as used in the first embodiment is used, and it is embedded in the ALC panel 1 and used in the same manner as in the first embodiment.
That is, the base steel material 12 for handrail attachment which consists of a strip steel plate is mounted in the center part of the thickness direction of the upper edge surface 1d of the ALC panel 1 so that it may become parallel to the ALC panel surface 1a. The base steel material 12 for attaching the handrail is placed so that a gap 12a is formed at the position where the upper end of the anchor pipe 2 embedded in the ALC panel 1 is exposed, and a plurality of steel sheets 12 are provided over the entire length of the upper edge surface 1d of the ALC panel 1. Place.
An anchor pipe 2 is inserted and embedded in the ALC panel 1 from the upper fore edge surface 1 d, and a threaded portion 2 b threaded on the inner surface of the upper end 2 a of the anchor pipe 2 is formed in the upper end edge surface 1 d of the ALC panel 1. Exposed.
Bolts 38 are inserted into the threaded portions 2b of the anchor pipe 2 through the gaps 12a of the base steel material 12 and screwed together. The head of the bolt 38 forms a flat plate portion 38a perpendicular to the bolt axis, and a concave portion 38b that matches the attachment of the screwing tool is machined at the center of the flat plate portion 38a. Workability is better when tightened with an electric tool or wrench. After the base steel material 12 is fastened and fixed with the bolts 38, the portion where the flat plate portion 38a contacts the base steel material 12 is fixed by welding.

(第4の実施の形態)
図7は本発明の第4の実施形態に係る手摺下地取り付け構造の施工方法を説明する斜視図であって、(a)は施工手順を説明する図、(b)は施工後の状態を示す図である。本実施形態においても、第一の実施形態で使用したものと同じアンカーパイプ2を使用して、第一の実施形態と同様にしてALCパネル内1に埋設して使用する。
ALCパネル1には、上部小口面1dからアンカーパイプ2が挿入され埋設されており、このアンカーパイプ2の上端2aの内面に螺刻されたねじ切り部2bがALCパネル1の上部小口面1dに露出している。
実施例3で使用したのと同様なボルト38をアンカーパイプ2のねじ切り部2bに螺合し、実施例3と同様に、ドリル等の電動工具やレンチを用いて締め付ける。その後、ボルト38頭部の平板部38aの上面に下地鋼材12を載置し、平板部38aと下地鋼材12とが接する部分を溶接固定する。図中39は溶接ビードを示す。
(Fourth embodiment)
FIG. 7: is a perspective view explaining the construction method of the handrail base | substrate attachment structure which concerns on the 4th Embodiment of this invention, (a) is a figure explaining a construction procedure, (b) shows the state after construction. FIG. Also in this embodiment, the same anchor pipe 2 as used in the first embodiment is used, and it is embedded in the ALC panel 1 and used in the same manner as in the first embodiment.
An anchor pipe 2 is inserted and embedded in the ALC panel 1 from the upper fore edge surface 1d, and a threaded portion 2b threaded on the inner surface of the upper end 2a of the anchor pipe 2 is exposed to the upper fore edge surface 1d of the ALC panel 1. is doing.
A bolt 38 similar to that used in the third embodiment is screwed into the threaded portion 2b of the anchor pipe 2 and is tightened by using a power tool such as a drill or a wrench as in the third embodiment. Thereafter, the base steel material 12 is placed on the upper surface of the flat plate portion 38a of the bolt 38 head, and the portion where the flat plate portion 38a and the base steel material 12 are in contact is fixed by welding. In the figure, numeral 39 indicates a weld bead.

(第5の実施の形態)
図8に、本発明で使用するアンカーパイプとアンカー棒の第5の実施の形態の構造を示し、(a)はアンカーパイプを、(b)はアンカー棒を示す。第5の実施の形態に係るアンカーパイプとアンカー棒は周囲をゴム材で被覆したものである。
図8(a)に示すアンカーパイプ201は上端から長さ寸法の半分程度までを厚さ1.2mm程度のゴム材202で被覆している。図8(b)のアンカー棒204はその全長をゴム材202で被覆している。アンカーパイプ201の貫通孔201cは、ゴム材の厚さを考慮して直径を大きくしておく必要がある。
このように被覆されたアンカーパイプ、アンカー棒を使用することで、金物が接するパネルの部分に発生する集中的な応力を緩和することが可能である。
(Fifth embodiment)
FIG. 8 shows the structure of the fifth embodiment of the anchor pipe and anchor rod used in the present invention, wherein (a) shows the anchor pipe and (b) shows the anchor rod. The anchor pipe and the anchor bar according to the fifth embodiment are covered with a rubber material.
The anchor pipe 201 shown in FIG. 8A is covered with a rubber material 202 having a thickness of about 1.2 mm from the upper end to about half the length. The anchor rod 204 in FIG. 8B is covered with a rubber material 202 over its entire length. The through hole 201c of the anchor pipe 201 needs to have a large diameter in consideration of the thickness of the rubber material.
By using the anchor pipe and anchor bar covered in this way, it is possible to relieve the intensive stress generated in the part of the panel in contact with the hardware.

本発明によりALCパネルに手摺を取付けた状態を示す外観斜視図である。It is an external appearance perspective view which shows the state which attached the handrail to the ALC panel by this invention. 本発明の第1の実施形態に係る手摺取付構造を説明する斜視図である。It is a perspective view explaining the handrail attachment structure concerning a 1st embodiment of the present invention. 本発明に使用するアンカーパイプの構造を説明する図であって、(a)は正面図、(b)は側面図を示す。It is a figure explaining the structure of the anchor pipe used for this invention, Comprising: (a) is a front view, (b) shows a side view. 本発明の第1実施形態に係る手摺取付用下地鋼材の固定構造を説明する断面図である。It is sectional drawing explaining the fixing structure of the base steel material for handrail attachment which concerns on 1st Embodiment of this invention. 本発明の第2の実施形態に係る手摺取付用下地鋼材の固定構造を説明する斜視図である。It is a perspective view explaining the fixation structure of the base steel material for handrail attachment which concerns on the 2nd Embodiment of this invention. 本発明の第3の実施形態に係る手摺取付用下地鋼材の固定構造を説明する斜視図である。It is a perspective view explaining the fixation structure of the base steel material for handrail attachment which concerns on the 3rd Embodiment of this invention. 本発明の第4の実施形態に係る摺取付用下地鋼材の固定構造を説明する斜視図である。It is a perspective view explaining the fixation structure of the base steel material for sliding attachment which concerns on the 4th Embodiment of this invention. 本発明で使用するアンカーパイプとアンカー棒の第5の実施の形態の構造を示す図であって、(a)はアンカーパイプの外観斜視図、(b)はアンカー棒の外観斜視図である。It is a figure which shows the structure of 5th Embodiment of the anchor pipe and anchor rod used by this invention, Comprising: (a) is an external appearance perspective view of an anchor pipe, (b) is an external appearance perspective view of an anchor rod. 従来の立ち上がり壁の取付構造の一例を説明する斜視図である。It is a perspective view explaining an example of the attachment structure of the conventional standing wall. 従来の手摺取付構造の一例を説明する図である。It is a figure explaining an example of the conventional handrail attachment structure. 従来の手摺取付構造の他の例を説明する図である。It is a figure explaining the other example of the conventional handrail attachment structure. 従来の埋込部材の一例を示す図である。It is a figure which shows an example of the conventional embedding member.

符号の説明Explanation of symbols

1 軽量気泡コンクリート(ALC)パネル
1a ALCパネル表面
1c 側方小口面
1d 上部小口面
1e 下部小口面
2、201 アンカーパイプ
2a 上端
2b ネジ切り部
2c,201c 貫通孔
3、6、36、38 ボルト
38a 平板部
38b 凹状部
4、20 アンカー棒
5、34 取付金具
7 建物躯体
8 L字型アングル
9、12 下地鋼材
9a 孔部
13a、 長孔
10 受けアングル
13 プレート
17 凹条
18 目地部
19 手摺取付用部材
20 アンカー部材
21 接着部材
22 ワッシャー
23 ナット
24 手摺支柱部材
25 笠木
26 手摺
29 孔
31、32 アンカー
33 下地鋼材
39 溶接ビート
202 ゴム材
DESCRIPTION OF SYMBOLS 1 Lightweight aerated concrete (ALC) panel 1a ALC panel surface 1c Side edge face 1d Upper edge face 1e Lower edge face 2, 201 Anchor pipe 2a Upper end 2b Threaded part 2c, 201c Through-hole 3, 6, 36, 38 Bolt 38a Flat part 38b Concave part 4, 20 Anchor rod 5, 34 Mounting bracket 7 Building housing 8 L-shaped angle 9, 12 Base steel 9a Hole part 13a, Long hole 10 Receiving angle 13 Plate 17 Concave line 18 Joint part 19 For handrail attachment Member 20 Anchor member 21 Adhesive member 22 Washer 23 Nut 24 Handrail support member 25 Kasagi 26 Handrail 29 Hole 31, 32 Anchor 33 Underlying steel material 39 Welding beat 202 Rubber material

Claims (6)

軽量気泡コンクリートパネルで構築した立上がり壁の上端小口面に手摺取付用の下地鋼材を固定する構造であって、一端の内面に雌ねじ部を有し他端には貫通孔が設けられたアンカーパイプが、軽量気泡コンクリートパネル上部小口面に雌ねじ部が露出するように雌ねじ部を上側に貫通孔を下側にして軽量気泡コンクリート内に埋設され、アンカーパイプの貫通孔にはアンカー棒がパネル表面に垂直になるように挿入され、雌ねじ部に手摺取付用の下地鋼材の孔部を貫通させたボルトが螺合しており、ボルトを締め付けることにより下地鋼材が軽量気泡コンクリートパネル上部小口面に固定されていることを特徴とする、手摺取付用下地鋼材の固定構造。   A base steel material for attaching handrails is fixed to the top edge of the rising wall constructed of lightweight cellular concrete panels, and an anchor pipe with an internal thread at one end and a through hole at the other end The light-weight cellular concrete panel is embedded in the lightweight cellular concrete with the female thread on the top and the through-hole on the bottom so that the female thread is exposed on the upper edge of the lightweight cellular concrete panel. The bolt which penetrated the hole part of the base steel material for handrail attachment to the female screw part is screwed, and by tightening the bolt, the base steel material is fixed to the top edge of the lightweight cellular concrete panel. A base steel material fixing structure for attaching a handrail, characterized in that: 前記下地鋼材が孔部を有する平鋼であり、ボルトはねじ径よりも大きくかつ下地鋼材の孔部径よりも大きい径の頭部を有し、ボルトが下地鋼材の孔部を貫通してボルトの頭部が下地鋼材を押さえつけるようにアンカーパイプの雌ネジ部に螺合されていることを特徴とする、請求項1に記載の手摺取付用下地鋼材の固定構造。   The base steel material is a flat steel having a hole, the bolt has a head having a diameter larger than the screw diameter and larger than the hole diameter of the base steel material, and the bolt penetrates through the hole of the base steel material. The base steel material fixing structure for handrail attachment according to claim 1, wherein the head portion is screwed into a female thread portion of an anchor pipe so as to press the base steel material. 前記下地鋼材が所定ピッチに応じた長さに切断された平鋼であり、ボルトはねじ径よりも大きい径の頭部を有し、下地鋼材は所定ピッチで間隔を開けて複数枚敷設され、隣り合う下地鋼材の端部間隙の上面に座金を配置し、座金の孔を貫通したボルトの頭部が座金を介して下地鋼材を押さえつけるようにしてボルトがアンカーパイプの雌ねじ部材に螺合されていることを特徴とする、請求項1に記載の手摺取付用下地鋼材の固定構造。   The base steel material is a flat steel cut to a length corresponding to a predetermined pitch, the bolt has a head having a diameter larger than the screw diameter, and a plurality of base steel materials are laid at intervals with a predetermined pitch, The washer is placed on the upper surface of the end gap between adjacent base steel materials, and the bolt is screwed into the female screw member of the anchor pipe so that the head of the bolt that penetrates the hole of the washer presses the base steel material through the washer. The base steel material fixing structure for handrail attachment according to claim 1, wherein the structure is fixed. 前記下地鋼材がアンカーパイプに合わせた所定ピッチに応じた長さに切断された平鋼であり、前記ボルトの頭部にはねじ軸に垂直な平板部を有し、平板部の中央部には螺合用のアタッチメントに応じた凹状部を有しており、所定ピッチで間隔を開けて敷設した複数枚の下地鋼材の、隣り合う端部間隙に開口しているアンカーパイプの雌ねじ部材にボルトを螺合させ、ボルトの平板部が下地鋼材を押さえつけるようにして雌ねじ部材に螺合されていることを特徴とする、請求項1に記載の手摺取付用下地鋼材の固定構造。   The base steel material is a flat steel cut to a length corresponding to a predetermined pitch matched to the anchor pipe, the bolt head has a flat plate portion perpendicular to the screw shaft, It has a concave part corresponding to the attachment for screwing, and a bolt is screwed into the female thread member of the anchor pipe that is opened in the gap between the adjacent ends of a plurality of base steel materials laid at intervals with a predetermined pitch. The base steel material fixing structure for handrail attachment according to claim 1, wherein the flat plate portion of the bolt is screwed into the female screw member so as to press down the base steel material. 前記下地鋼材は平鋼であり、前記ボルトの頭部にはねじ軸に垂直な平板部を有し、平板部の中央部には螺合用の工具のアタッチメントに応じた凹状部を有しており、ボルトの平板部が軽量気泡コンクリートパネルの上部小口面に押し付けられて固定されており、ボルトがアンカーパイプの雌ねじ部材に螺合され、ボルト平板部の上面に下地鋼材が敷設されて溶接固定されていることを特徴とする、請求項1に記載の手摺取付用下地鋼材の固定構造。   The base steel material is flat steel, the bolt head has a flat plate portion perpendicular to the screw shaft, and the flat plate portion has a concave portion corresponding to the attachment of the screwing tool. The flat plate part of the bolt is pressed and fixed to the upper edge of the lightweight cellular concrete panel, the bolt is screwed into the female thread member of the anchor pipe, and the base steel material is laid on the upper surface of the bolt flat plate part and fixed by welding. The base steel material fixing structure for attaching a handrail according to claim 1, wherein: 前記アンカーパイプおよび前記アンカー棒の表面の少なくとも一部がゴム材で被覆されていることを特徴とする、請求項1に記載の手摺取付用下地鋼材の固定構造。   The base steel material fixing structure for handrail attachment according to claim 1, wherein at least a part of the surface of the anchor pipe and the anchor bar is covered with a rubber material.
JP2007133405A 2007-05-18 2007-05-18 Fixed structure of base steel Expired - Fee Related JP5051359B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101787741A (en) * 2010-03-18 2010-07-28 中冶实久建设有限公司 Method for mounting steel structure heavy embedded part of square billet bale turntable wall
JP2011017229A (en) * 2009-07-10 2011-01-27 Asahi Kasei Homes Co Panel fixing structure

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04261946A (en) * 1990-12-28 1992-09-17 Sumitomo Metal Mining Co Ltd Locking fixture for alc slab
JPH08246632A (en) * 1995-03-08 1996-09-24 Onoda Autoclaved Light Weight Concrete Co Ltd Method for mounting member to end face of alc panel
JPH09268644A (en) * 1995-04-28 1997-10-14 Sumitomo Metal Mining Co Ltd Veranda handrail wall structure and installing metal fitting of wall panel
JPH09317120A (en) * 1996-03-28 1997-12-09 Onoda Autoclaved Light Weight Concrete Co Ltd Rising alc wall structure with handrail
JPH11117384A (en) * 1997-10-14 1999-04-27 Sumitomo Metal Mining Co Ltd Mounting method for coupling member for veranda handrail wall
JP2001303678A (en) * 2000-04-24 2001-10-31 Hiroshi Tajima Anchor for fragile member

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04261946A (en) * 1990-12-28 1992-09-17 Sumitomo Metal Mining Co Ltd Locking fixture for alc slab
JPH08246632A (en) * 1995-03-08 1996-09-24 Onoda Autoclaved Light Weight Concrete Co Ltd Method for mounting member to end face of alc panel
JPH09268644A (en) * 1995-04-28 1997-10-14 Sumitomo Metal Mining Co Ltd Veranda handrail wall structure and installing metal fitting of wall panel
JPH09317120A (en) * 1996-03-28 1997-12-09 Onoda Autoclaved Light Weight Concrete Co Ltd Rising alc wall structure with handrail
JPH11117384A (en) * 1997-10-14 1999-04-27 Sumitomo Metal Mining Co Ltd Mounting method for coupling member for veranda handrail wall
JP2001303678A (en) * 2000-04-24 2001-10-31 Hiroshi Tajima Anchor for fragile member

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011017229A (en) * 2009-07-10 2011-01-27 Asahi Kasei Homes Co Panel fixing structure
CN101787741A (en) * 2010-03-18 2010-07-28 中冶实久建设有限公司 Method for mounting steel structure heavy embedded part of square billet bale turntable wall
CN101787741B (en) * 2010-03-18 2011-09-07 中国十九冶集团有限公司 Method for mounting steel structure heavy embedded part of square billet bale turntable wall

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