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JPS5914135B2 - How to build a parapet - Google Patents
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JPS5914135B2 - How to build a parapet - Google Patents

How to build a parapet

Info

Publication number
JPS5914135B2
JPS5914135B2 JP55070269A JP7026980A JPS5914135B2 JP S5914135 B2 JPS5914135 B2 JP S5914135B2 JP 55070269 A JP55070269 A JP 55070269A JP 7026980 A JP7026980 A JP 7026980A JP S5914135 B2 JPS5914135 B2 JP S5914135B2
Authority
JP
Japan
Prior art keywords
handrail
frame
cover plate
base
balustrade
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP55070269A
Other languages
Japanese (ja)
Other versions
JPS56167055A (en
Inventor
聰介 小林
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kobayashi Block Kogyo KK
Original Assignee
Kobayashi Block Kogyo KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kobayashi Block Kogyo KK filed Critical Kobayashi Block Kogyo KK
Priority to JP55070269A priority Critical patent/JPS5914135B2/en
Publication of JPS56167055A publication Critical patent/JPS56167055A/en
Publication of JPS5914135B2 publication Critical patent/JPS5914135B2/en
Expired legal-status Critical Current

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  • Steps, Ramps, And Handrails (AREA)

Description

【発明の詳細な説明】 この発明は耐アルカリ性グラスファイバー強化コンクリ
ート(以下GRCと称す)製のフレームあるいは支柱材
をもって手摺、手摺子、手摺土台等一連の欄干構成部材
を作成し、このGRC製のフレーム材あるいは支柱材等
の特性を活かした欄干の組み付は構成並びに強度特性の
作出、良好な外観特性の作出等乞期すようにした新しい
欄干の構築手法の開示に係わるものである。
[Detailed Description of the Invention] This invention creates a series of balustrade components such as handrails, balustrades, and handrail bases using a frame or support material made of alkali-resistant glass fiber reinforced concrete (hereinafter referred to as GRC). Assembling a parapet that takes advantage of the characteristics of frame materials, support materials, etc. is related to the disclosure of a new method of constructing a parapet that aims to create structure, strength characteristics, and good appearance characteristics.

而して、従前に於けるこの種の欄干、殊に装飾を兼ねた
石柱様の欄干構築に於いては具体的に大理石等の石材を
切断、研磨して、順次嵌め付けるようにした場合と、ス
ラブ面上に欄干用の特殊な型枠を立設してコンクリート
を打設、該スラブと一体的に成形した場合と、P、C材
等を利用して支柱部分、欄干手摺部分を作成して、これ
を組み付は接合した場合等が一般的なものとして現に施
工されているものである。
Therefore, in the past, when constructing this type of balustrade, especially a stone pillar-like balustrade that also served as a decoration, concrete stone materials such as marble were cut, polished, and then fitted one by one. , A special formwork for the balustrade is erected on the slab surface and concrete is poured, and the concrete is formed integrally with the slab, and the pillar part and the balustrade part are created using P, C materials, etc. This is generally installed by joining them together.

しかし乍ら、天然の石材を利用することは斯かる石材が
極めて高価であること並びに石工費用が高張ること等の
コスト面の不都合と共にか入る技術を有する石工職人が
近時減少の傾向にあること並びに耐久性、特に耐衝撃特
性に弱いこと等よりして比較的・特殊な目的以外に於い
ては実用性を欠いたものである。
However, the use of natural stone has disadvantages in terms of cost, such as the extremely high cost of such stone and the high cost of masonry, and the number of stonemasons with the skills to do so has been decreasing in recent years. In addition, due to its poor durability, especially impact resistance, it lacks practical use except for relatively special purposes.

又、欄干を一体のものとして型枠成形することは、型枠
成形に多くの大工手間な要請されると共にコンクリート
打設に於いても特殊な配筋処理を必要とし、又左官仕上
げも比較的高度の技術を要請されるものであるにも拘ら
ず仕上り製品の外観性並びに耐久性は必ずしも満足し得
るものではなく、一般的に多用されているにも拘らず必
ずしも好評を博しているものではなかった。
In addition, molding the parapet as an integral piece requires a lot of carpenters' time and labor to form the formwork, requires special reinforcing treatment when pouring concrete, and the plastering process is also relatively slow. Although it requires advanced technology, the appearance and durability of the finished product are not always satisfactory, and although it is commonly used, it is not always well received. It wasn't.

かかる事情よりして、近時P、C材を利用した欄干の組
み付は手法に順次移行する傾向にあるものであり、欄干
材として要請される強度、嵌め込み寸法精度等の品質管
理が容易であること、外装が部材構成時に於いて自由に
できること等の多くの利点を有すると共に取付コストも
比較的割安とされ、又耐久強度も充分とされる利点を有
したものである。
Due to these circumstances, there has been a recent trend in the process of assembling balustrades using P and C materials, and quality control such as strength and fitting dimensional accuracy required for balustrade materials is easy. It has many advantages, such as the fact that the outer cover can be freely formed when configuring the parts, the installation cost is relatively low, and the durability is sufficient.

しかし乍ら、か匁るP、C材に於いては製作時に於げる
配筋に格別の強度作出の為の工夫な心安とすること並び
に斯かる配筋施工に格別の技術と多くの施工手間を要請
されたものであり、挿入鉄筋強度が千金に発揮される為
の所要肉厚化と発錆防止処理を必要とされたものである
However, in the case of P and C materials, which are malleable, the reinforcing bars must be placed at the time of production in order to create special strength, and special techniques and many construction techniques are required to construct such reinforcing bars. This required a lot of time and effort, and required thickening and rust prevention treatment to fully demonstrate the strength of the inserted reinforcing bars.

又、P、C材に於いては前記のように鉄筋強度を保つた
めに挿入鉄筋周囲に充分なコンクリート部分を必要とし
たものであり、か〜るコンクリートによる充分な囲繞の
ない場合に於いては挿入鉄筋の発錆の問題をも誘起し、
単なるP、C材の強度劣化にとどまることなく発錆によ
る外装面の汚損をも誘起したものである。
In addition, as mentioned above, P and C materials require a sufficient concrete area around the inserted reinforcing bars in order to maintain the strength of the reinforcing bars, and in cases where there is no sufficient surrounding area with such concrete, This also causes the problem of rusting of inserted reinforcing bars,
This not only caused a simple deterioration in the strength of the P and C materials, but also caused staining of the exterior surface due to rust.

か〜る時点よりP、C材に於いては必然的に重量の高張
るものとされ、これが取扱い施工の難点とされ、又ベラ
ンダスラブ等の構造重量を著しく増す欠点を生来したも
のである。
Since then, P and C materials have been inevitably heavy, which has caused difficulties in handling and construction, and has also resulted in the disadvantage of significantly increasing the structural weight of balcony slabs and the like.

又、P、C材に於いては鉄筋挿通部分の強度は充分に作
出されたものであるが、取付孔等の孔縁の強度作出が特
に困難とされ、p、c材相互のジヨイントに於いてこの
取付孔部縁の破損によるP。
In addition, in P and C materials, sufficient strength has been created at the part where the reinforcing bars are inserted, but it is particularly difficult to create strength at the edges of holes such as mounting holes. P due to damage to the edge of the lever mounting hole.

C材の脱落の危惧を内包したものである。本発明は斯か
る従前例に於ける不都合に鑑み特に案出されたものであ
って、欄干を構成すべき素材の全てをGRC材として従
前に於けるP、C材等の不都合を一挙に解決し、又か〜
るGRC材の特性を活かした良好な製作性、取扱い施工
性、組み付は性等をもって比較的低置なコストによる堅
牢(trtl して外観特性の良好な欄干の作成を可能
としたものである。
This includes the risk of C material falling off. The present invention has been devised especially in view of the inconveniences in the prior art, and the inconveniences of the conventional P, C, etc. materials are solved by using GRC materials as all the materials that make up the balustrade. Oh, again?
Utilizing the characteristics of GRC material, it has good manufacturability, ease of handling, ease of assembly, etc., and is relatively low cost and robust (trtl), making it possible to create handrails with good appearance characteristics. .

以下本発明の詳細を図面に示す典型的な一実施例(Cつ
いて説明するに、先ず耐アルカリ性グラスファイバーの
短繊維を重量比3〜8係程度曲の混和材、砂、砂利その
他の骨材等と共にセメントに混練してスプレィサクショ
ンその他の適宜の手法をもって手摺子1、土台フレーム
2、土台蓋板3、手摺フレーム4、手摺蓋板5を先ず型
枠成形し、GRC材による手摺部材を提供したものであ
る。
The details of the present invention are shown in the drawings below in a typical embodiment (to explain C), first, short fibers of alkali-resistant glass fibers are mixed with admixtures, sand, gravel, and other aggregates at a weight ratio of about 3 to 8. etc. are mixed into cement and formed using spray suction or other appropriate methods to form the balustrade 1, base frame 2, base cover plate 3, handrail frame 4, and handrail cover plate 5 into forms, thereby providing a handrail member made of GRC material. This is what I did.

而して、この手摺部材は相互に緊密な連接を予定し、又
組み付は上の問題より独特の構成2有したものであって
、その典型的な構成例を第2図に於いて説明するならば
、手摺子1は概ね任意の装飾を目的とした外形々状を有
する支柱状のものとし、その上下の接合端直に雌螺子部
材6を一体的に埋設成形したものである。
Therefore, this handrail member is intended to be closely connected to each other, and the assembly has a unique configuration 2 due to the above problem, a typical configuration example of which is explained in Fig. 2. In this case, the handrail 1 is made into a post-like structure having an external shape for the purpose of decoration, and a female screw member 6 is integrally embedded directly at the upper and lower joint ends thereof.

又土台フレーム2は樋状のものであって、その底面に等
間隔に取付孔2aを開設し、極力肉薄軽量化が計られた
ものであり、このフレーム2の開口上面を閉塞する土台
蓋板3はフレーム2の上端に被嵌される係合溝3aを底
面部に多設し、又手摺子1の下端を嵌合する凹陥部3b
を上面部に等間隔毎に陥設し、且つ該凹陥部3b底面に
ボルト挿通孔3cを開設したものである。
The base frame 2 is gutter-shaped and has mounting holes 2a formed at equal intervals on its bottom to be as thin and lightweight as possible. 3 has a plurality of engagement grooves 3a on the bottom surface which are fitted into the upper end of the frame 2, and a recessed part 3b into which the lower end of the handrail 1 is fitted.
are recessed at equal intervals on the upper surface, and bolt insertion holes 3c are provided in the bottom surface of the recessed portions 3b.

次いで手摺フレーム4は樋状をなすものとし、その底面
部に等間隔毎きに手摺子1の上端を嵌合する凹陥部4a
と、この凹陥部4a部にボルト挿通孔4bを開設したも
力であり、手摺蓋板5はこの手摺フレーム4上に被嵌さ
れるものとし、縁鍔5aを長手方向に向けた両側縁に一
体的に設けたものである。
Next, the handrail frame 4 is shaped like a gutter, and the bottom surface thereof has recesses 4a at equal intervals into which the upper ends of the handrails 1 are fitted.
The bolt insertion holes 4b are formed in the concave portion 4a, and the handrail cover plate 5 is fitted onto the handrail frame 4, with the edge flange 5a facing the longitudinal direction. It is integrated.

か〜る欄干構成部材を型枠成形した後に於いてスラブ又
はスラブ立上りベース7上に先ず土台フレーム2を載置
し、このフレーム2をホームアンカー8等をもって該ス
ラブ又はスラブ立上りベース7に対し連結、固着すると
共にフレーム2に於ける樋状溝内にモルタル9を充填し
、アンカーボルト10をこのモルタル9に埋設しつ匁蓋
版3を被嵌したものである。
After molding the parapet component, the foundation frame 2 is first placed on the slab or slab rising base 7, and this frame 2 is connected to the slab or slab rising base 7 using a home anchor 8 or the like. , and the gutter-like groove in the frame 2 is filled with mortar 9, the anchor bolt 10 is buried in the mortar 9, and the momme cover plate 3 is fitted.

か〜る下部構造に対し、手摺子1を、この立設されたア
ンカーボルト10に螺子込むように蓋板3に於ける凹陥
部3b上に立設固定し、次いで手摺フレーム4に於ける
凹陥部4aに手摺子1の上端を嵌合するように手摺フレ
ーム4を手摺子1〜1上に横架支承し、手摺フレーム4
の孔4bより挿通したボルト11を手摺子1に於げる雌
螺子部材6に螺挿、緊締したものである。
For such a lower structure, the handrail 1 is fixed upright on the recess 3b of the cover plate 3 by screwing into the upright anchor bolt 10, and then the handrail 1 is installed and fixed on the recess 3b of the handrail frame 4. The handrail frame 4 is horizontally supported on the handrails 1 to 1 so that the upper end of the handrail 1 fits into the part 4a, and the handrail frame 4
A bolt 11 inserted through the hole 4b is screwed into a female screw member 6 attached to the handrail 1 and tightened.

かくして手摺子1に連結された手摺フレーム4に於ける
樋状をなす空隙内にモルタル12を充填して蓋板5を被
嵌止着し、手摺の上部構造を作成したものである。
In this way, the gutter-shaped gap in the handrail frame 4 connected to the handrail 1 is filled with mortar 12, and the cover plate 5 is fitted and secured, thereby creating the upper structure of the handrail.

本発明に於いては斜上に於ける基本的な取付は事例に対
し他の相当の設計変更が予定されたものであって、第3
図に於いては先のボルト11に代るべきものとしてアン
カーボルト12を手摺子1に一体的に埋設固定した事例
を示し、又その下部取付げに於いても先のホームアンカ
ー8、アンカーボルト10に代るべきアンカーボルト1
3をスラブ又はスラブ立上りベース7に対し一体的に埋
膜固定した事例を示したものである。
In the present invention, other considerable design changes were planned for the basic mounting on the inclined surface, and the third
The figure shows an example in which an anchor bolt 12 is embedded and fixed integrally in the balustrade 1 as a replacement for the bolt 11 described above, and the platform anchor 8 and anchor bolt 10 described above are also used when attached to the lower part. Anchor bolt 1 to replace
3 is integrally fixed to a slab or slab rising base 7 with a filling film.

又、第4図に於ける他の実施例に於いては斜上側に於げ
る螺着又は螺締構造を一切割愛し、アンカーの折り曲げ
による事例を示したものであって手摺子1の上下端面に
アンカー14.15を予め一体的に埋設固定すると共に
スラブ又はスラブ立上りベース7に同様のアンカー16
を一体的に埋設固定し、夫々の欄干の構成部材のコネク
ターとし1こものである。
In addition, in the other embodiments shown in FIG. 4, the screwing or screwing structure that is attached diagonally upward is omitted, and an example is shown in which the anchor is bent. Anchors 14 and 15 are integrally embedded and fixed in advance on the end face, and similar anchors 16 are installed in the slab or slab rising base 7.
It is integrally buried and fixed, and serves as a connector for each parapet component.

本発明は斜上に於ける構成並びに取付は工程よりなり、
先ずGRC材を利用したことによって鉄筋の挿通が一切
不要とされ、配筋処理その他の不都合を無くすと共に発
錆の問題も無く、フレームの軽量、肉薄化に拘らず充分
な強度の作出が可能とされたものである。
The configuration and installation of the present invention on an inclined plane consist of steps,
First of all, by using GRC material, there is no need to insert reinforcing bars at all, eliminating the need for reinforcing bars and other inconveniences, as well as eliminating the problem of rust, making it possible to create sufficient strength despite the lightweight and thin frame. It is what was done.

特に夫々の欄干構成部材に於ける取付孔部の強度が充分
なものとされ、取付孔部の破損による部材脱落の危惧を
一切無からしめ得たものである。
In particular, the strength of the mounting holes in each of the parapet members is made to be sufficient, eliminating any fear of the members falling off due to damage to the mounting holes.

又、GRC材に於いては鉄筋の挿通が不変とされたこと
により肉薄、軽量化に伴う形状特定の問題も一切無く自
由に凡ゆる外形々状の作出が可能とされたものであって
、特にフレーム部材並びに手摺子10外形々状の容易な
多様化を可能としたものである。
In addition, with GRC materials, the insertion of reinforcing bars remains unchanged, so there is no problem in specifying shapes due to thin walls and weight reduction, and it is possible to freely create any external shape. In particular, it is possible to easily diversify the external shapes of the frame member and the balustrade 10.

更に又、GRC材によることによって欄干組み付は部材
に於ける耐衝撃、曲げ強度特性が著しく向−ヒされると
共に成形表面が緻密なものとされ表面処理、殊に樹脂塗
装仕上げ処理等を良好としたものである。
Furthermore, by using GRC material, when assembling a parapet, the impact resistance and bending strength characteristics of the parts are significantly improved, and the molded surface is dense, making surface treatment, especially resin coating finishing, etc. That is.

特にGRC材に於ける優れた耐候特性は風化等の生じ易
い苛酷な条件下に置かれている欄干材としては最適のも
のであり、風化による欄干毀損に伴って誘起される墜落
事故等を確実に防止し得たものである。
In particular, the excellent weather resistance properties of GRC materials make them ideal for use as balustrade materials that are placed under harsh conditions where weathering is likely to occur, ensuring that falls and other accidents caused by damage to the balustrade due to weathering are avoided. This could have been prevented.

又、取付は施工に於いても部材の切断が比較的容易に可
能とされ、又良好な成形特性より嵌合面の作出が確実な
ものとされて、その嵌め込み精度が高く、嵌め込み後に
於ける横ズレ、ガタッキ等の問題を一掃し得たものであ
り、基本的な組み付けに於いては斯かる特性に合せて手
摺子の単純な螺着な予定したことより施工コストが著し
く低置とされたものである。
In addition, it is relatively easy to cut the parts during installation, and the good molding properties ensure the creation of a mating surface, resulting in high fitting accuracy and easy installation after fitting. This eliminates problems such as lateral displacement and rattling, and the construction cost is significantly lower due to the simple screwing of the handrail in line with these characteristics. It is something that

【図面の簡単な説明】[Brief explanation of the drawing]

第1図’tX本発明の典型的な一実施例を示す正面図、
第2図は組み付は状態を示す断面図、第3゛図並びに第
4図は同地の実施例を示す断面図である。 同、図中1・・・・・・手摺子、2・・・・・・土台フ
レーム、3・・・・・・土台型版、4・・・・・・手摺
フレーム、5・・・・・・手摺型版、6・・・・・・雌
螺子部材、7・・・・・・スラブ又はスラブ立上りベー
ス、8・・・・・・ホームアンカー、9・・・・・・モ
ルタル、10・・・・・・アンカーボルト、11・・・
・・・ボルト、12・・・・・・モルタル、13・・・
・・アンカーポル)、14〜16・・・・・・アンカー
を示したものである。
FIG. 1 is a front view showing a typical embodiment of the present invention;
FIG. 2 is a cross-sectional view showing an assembled state, and FIGS. 3 and 4 are cross-sectional views showing an embodiment of the same. In the same figure, 1... Baluster, 2... Base frame, 3... Base type plate, 4... Handrail frame, 5... ... Handrail type plate, 6 ... Female screw member, 7 ... Slab or slab rising base, 8 ... Home anchor, 9 ... Mortar, 10 ...Anchor bolt, 11...
...Bolt, 12...Mortar, 13...
...Anchor Pol), 14-16... Anchor is shown.

Claims (1)

【特許請求の範囲】[Claims] 1 任意の外形々状を有する支柱状の手摺子と樋状をな
す土台フレームと、この土台フレーム上面に嵌装止着さ
れ、且つ手摺子の下端を嵌合する凹陥部を有する土台蓋
板と、手摺子上端に載置され、且つ該手摺子上端を嵌合
する凹陥部を有する樋状の手摺フレームと、この手摺フ
レーム上面に嵌装止着される手摺蓋板とを耐アルカリ性
グラスファイバー強化コンクリートχもって夫々型成形
する工程と、この塑成提供される土台フレームをスラブ
又はスラブ立上りベース上に載置固定し、且つ該土台フ
レーム内にモルタルを打設、土台蓋板を被嵌する工程と
、この土台蓋版上に順次手摺子を立設止着する工程並び
に該立設手摺子上に手摺フレームを載置横架、止着する
工程及び該手摺フレーム内にモルタルを打設、手摺蓋板
を嵌装土着する工程とよりなることを特徴とする欄干の
構築方法。
1. A pillar-shaped balustrade having an arbitrary external shape, a gutter-shaped base frame, and a base cover plate that is fitted and fixed to the upper surface of the base frame and has a recess into which the lower end of the balustrade is fitted. , a gutter-shaped handrail frame that is placed on the upper end of the handrail and has a recess into which the upper end of the handrail fits, and a handrail cover plate that is fitted and attached to the upper surface of the handrail frame are reinforced with alkali-resistant glass fiber. A process of molding each piece of concrete, and a process of placing and fixing the molded base frame on a slab or slab standing base, pouring mortar into the base frame, and fitting a base cover plate. Then, the process of sequentially erecting and fixing the handrail on this base cover plate, the process of placing and fixing the handrail frame on the standing handrail, and the process of pouring mortar into the handrail frame and fixing the handrail. A method for constructing a parapet, characterized by comprising the steps of fitting and attaching a cover plate.
JP55070269A 1980-05-27 1980-05-27 How to build a parapet Expired JPS5914135B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP55070269A JPS5914135B2 (en) 1980-05-27 1980-05-27 How to build a parapet

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP55070269A JPS5914135B2 (en) 1980-05-27 1980-05-27 How to build a parapet

Publications (2)

Publication Number Publication Date
JPS56167055A JPS56167055A (en) 1981-12-22
JPS5914135B2 true JPS5914135B2 (en) 1984-04-03

Family

ID=13426630

Family Applications (1)

Application Number Title Priority Date Filing Date
JP55070269A Expired JPS5914135B2 (en) 1980-05-27 1980-05-27 How to build a parapet

Country Status (1)

Country Link
JP (1) JPS5914135B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4619149B2 (en) * 2005-02-16 2011-01-26 積水化成品工業株式会社 handrail

Also Published As

Publication number Publication date
JPS56167055A (en) 1981-12-22

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