JPH0821000A - Method of making structure provided with free end - Google Patents

Method of making structure provided with free end

Info

Publication number
JPH0821000A
JPH0821000A JP17942794A JP17942794A JPH0821000A JP H0821000 A JPH0821000 A JP H0821000A JP 17942794 A JP17942794 A JP 17942794A JP 17942794 A JP17942794 A JP 17942794A JP H0821000 A JPH0821000 A JP H0821000A
Authority
JP
Japan
Prior art keywords
board
plate
parapet
concrete
metal fitting
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.)
Granted
Application number
JP17942794A
Other languages
Japanese (ja)
Other versions
JP2976216B2 (en
Inventor
Takuzo Okuda
拓三 奥田
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.)
IZUKON RAPURO KK
Original Assignee
IZUKON RAPURO 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 IZUKON RAPURO KK filed Critical IZUKON RAPURO KK
Priority to JP6179427A priority Critical patent/JP2976216B2/en
Publication of JPH0821000A publication Critical patent/JPH0821000A/en
Application granted granted Critical
Publication of JP2976216B2 publication Critical patent/JP2976216B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE:To enhance work efficiency and reduce cost by using an SFC board as a form which shapes up a parapet and a drain gutter and using the form as a part of a structure after having cast concrete as it is. CONSTITUTION:A front board 7 is mounted to an end surface 4a of a half PC board 4 with a clamp 8. On one hand, a cross section-U-shaped support metal fitting is fastened with a long screw concrete 12 buried vertically in the half PC board 4 with a bolt metal fitting 13, thereby fixing ditch side boards 9 and 10. Embedded bolts 14 and 15 are buried into the ditch side boards 9 and 10 respectively. Furthermore, the ditch side board 9 which is wider is connected to the front board 7 with a connector 18. The half PC board is supported with a timbering. Stab upper end reinforcing bars or reinforcing bars and parapet reinforcing bars are welded with a reinforcement assembled body 4c of the half PC board 4 and then concrete is placed into the ditch side board 10.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、自由端部にパラペット
と排水溝を備えたバルコニーや廊下等の構造物の構築方
法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of constructing a structure such as a balcony or a corridor having a parapet and a drain at a free end thereof.

【0002】[0002]

【従来の技術】バルコニーや少なくとも一方が開放され
た廊下等、片持形式或いは少なくとも一方が自由端部と
なっている構造物を構築する場合、従来は様々な形状の
鉄筋を配筋しコンクリートを打設していた。しかしこの
場合、床全体を現場打ちコンクリートで形成するため、
支保工に手間やコストがかかるとともに構造物の形状に
合わせた鉄筋の成型や配筋の手間が大きく、面積の割に
はコストの掛かるものであった。
2. Description of the Related Art Conventionally, when constructing a cantilevered structure or a structure having at least one free end, such as a balcony or a corridor with at least one open, concrete bars are conventionally arranged with various shapes of reinforcing bars. It was placed. However, in this case, because the entire floor is made of cast-in-place concrete,
The supporting work is time-consuming and costly, and the time required for forming and arranging the reinforcing bars according to the shape of the structure is large, and the area is costly.

【0003】そこで最近、既製のハーフPC板の上部に
所要の配筋をしてコンクリートを打設する合成床工法
が、この分野にも採用されつつある。
Therefore, recently, a synthetic floor construction method has been adopted in this field as well, in which concrete is laid on the upper part of a ready-made half PC board with the required reinforcement.

【0004】[0004]

【発明が解決しようとする課題】しかし、この工法で
も、自由端部にパラペットや排水溝を備えた構造物を構
築する場合、特注のハーフPC板を使用するとコストが
嵩むし、自由端部を従来通りの形式の型枠で作る場合に
は構造が複雑で製造、組立に手間がかかる等の難点があ
り、折角の合成床工法の利点が充分に生かされていなか
った。
However, even with this construction method, in the case of constructing a structure having a parapet or a drain groove at the free end, the use of a custom-made half PC plate increases the cost, and the free end is In the case of using a conventional formwork, the structure is complicated and it takes time to manufacture and assemble, and the advantages of the composite floor construction method with a good corner have not been fully utilized.

【0005】即ち、図4に示すように自由端部の部分ま
で一体成形したハーフPC板(イ)を使用する場合、パ
ラペットや排水溝を補強する特殊形状の鉄筋組立体
(ロ)を組み込んだハーフPC板が必要になる。従っ
て、量産がきかずコスト高くなるとともに、搬送時に該
突出した部分が破損したり、容積が大きくなって余分な
搬送コストがかかる等の難点があった。また、図5に示
すように汎用のハーフPC板(ハ)を使用する場合、パ
ラペットや排水溝部分(ニ)をコンパネ(ホ)で型枠作
りするが構造上極めて効率が上がらず、手間とコストの
掛かる作業であった。尚、図4、図5中、符号(ヘ)は
根太や大引等からなる支保工、(ト)は現場打ちコンク
リートである。また、梁部分の型枠や支保工は省略し
た。
That is, as shown in FIG. 4, when a half PC plate (a) integrally molded to the free end portion is used, a rebar assembly (b) having a special shape for reinforcing a parapet and a drain groove is incorporated. A half PC board is required. Therefore, there are problems that mass production is difficult and the cost is high, the protruding portion is damaged during transportation, the volume is large, and extra transportation cost is required. Further, as shown in FIG. 5, when a general-purpose half PC board (C) is used, the parapet and the drain groove (D) are made into a mold with a control panel (E), but the structure is not very efficient, and it takes time and effort. It was a costly task. In FIG. 4 and FIG. 5, reference numeral (f) indicates a supporting work made of joists or Daihiki, and (g) indicates cast-in-place concrete. In addition, the formwork and supporting work for the beam portion were omitted.

【0006】[0006]

【課題を解決するための手段】そこで本発明者は鋭意研
究した結果本発明を完成させたものであり、その特徴と
するところは、合成床工法においてパラペットと排水溝
を形成する型枠としてSFC板を使用し、且つ簡単な金
具で確実にこれを支持し、コンクリート打設後は該型枠
を構造物の一部にそのまま利用するものである。そのた
め、作業性、工期、コストにメリットのある工法を提供
することが可能になった。
The inventors of the present invention completed the present invention as a result of diligent research, and a characteristic of the present invention is that SFC is used as a formwork for forming a parapet and a drain in a synthetic floor construction method. A plate is used, and it is securely supported by simple metal fittings, and after the concrete is poured, the form is used as it is for a part of the structure. Therefore, it has become possible to provide a construction method that has advantages in workability, construction period, and cost.

【0007】以下、本発明方法を説明する。まず、本発
明においてハーフPC板とは鉄筋組立体を打ち込んだ薄
肉鉄筋コンクリート床板のことであり、SFC板とは、
鉄筋の代わりにスチールフアイバーを使用したコンクリ
ート製の薄板である。また本発明で言うパラペットと
は、高さが低い(300mm程度以下)もので、必要に応
じてその上部に金属製手すり等を取りつける。
The method of the present invention will be described below. First, in the present invention, the half PC board is a thin-walled reinforced concrete floor board in which a reinforcing bar assembly is driven, and the SFC board is
It is a thin concrete plate that uses steel fibers instead of steel bars. The parapet referred to in the present invention has a low height (about 300 mm or less), and if necessary, a metal handrail or the like is attached to the upper part thereof.

【0008】本発明で用いるハーフPC板は、厚みが5
0〜100mm程度の平板状のものである。このハーフP
C板は支保工で支えられた後、その上部に突設している
鉄筋組立体にスラブ上端筋を連結し、梁等を形成する鉄
筋とこれら鉄筋組立体やスラブ上端筋とを補強筋で連結
したり、パラペット部の鉄筋を配筋する。また、SFC
板はスチールフアイバーを公知の方法で混入補強したコ
ンクリート平板で、厚みが10〜40mm程度、より好ま
しくは25〜30mm程度のものを使用する。このSFC
板は、パラペット外側面を構成する前板として、更に排
水溝の内壁面を構成する2枚の溝側板として使用する。
前板は、ハーフPC板の端面に埋設したネジコンに締付
金具で取付ける。一方、溝側板の取付けは、断面視コ字
状の支持金具に平行状態に取りつけた後、その支持金具
をハーフPC板の上向きに埋設した長ネジコンにボルト
金具で支持して行う。これら前板及び溝側板は、コンク
リートを打設したのち、そのまま残して捨て型枠とす
る。得られた合成床の厚みは、構造物の種類や大きさに
もよるが15〜30cm程度である。
The half-PC board used in the present invention has a thickness of 5
It is a flat plate with a size of 0 to 100 mm. This half P
After the C plate is supported by the support work, the slab upper end bar is connected to the reinforcing bar assembly projecting above it, and the reinforcing bar that forms the beam and these reinforcing bar assembly and the slab upper bar Connect or arrange the reinforcing bar of the parapet part. In addition, SFC
The plate is a concrete flat plate in which a steel fiber is mixed and reinforced by a known method and has a thickness of about 10 to 40 mm, more preferably about 25 to 30 mm. This SFC
The plate is used as a front plate that constitutes the outer side surface of the parapet and as two groove side plates that also constitute the inner wall surface of the drainage groove.
The front plate is attached to the screw plug embedded in the end surface of the half PC plate with a tightening metal fitting. On the other hand, the groove side plate is attached by mounting it in parallel with a support bracket having a U-shaped cross section, and then supporting the support bracket with a bolt bracket on a long screw connector embedded in the upward direction of the half PC plate. These front plates and groove side plates will be left as they are and will be used as formwork after concrete is cast. The thickness of the obtained synthetic bed is about 15 to 30 cm, depending on the type and size of the structure.

【0009】尚、前板や溝側板の取付け方法は、上記し
たネジコンを使用する以外に、埋め込み式或いは取外し
式の各種金具類を使用して行うこともできる。
The front plate and the groove side plate can be attached by using various embedded or detachable metal fittings other than the above-mentioned screw connector.

【0010】[0010]

【実施例】以下、本発明を図面に示す実施例に基づいて
詳細に説明する。図1〜図3は、本発明を実施する場合
の一例を示し、高さの低いパラペット1と排水溝2を備
えたバルコニー3を構築する場合のものである。まず、
図1はハーフPC板4の部分のみを示すもので、この自
由端部にパラペット1と排水溝2を形成するための型枠
を組んだ状態を示し、図2はその要部拡大図である。そ
して、図3に示すようにハーフPC板4の上部にスラブ
上端筋や補強筋等を配置し、次いでコンクリートを打設
してバルコニー3を完成させる。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail with reference to the embodiments shown in the drawings. 1 to 3 show an example of a case where the present invention is carried out, in which a balcony 3 having a parapet 1 having a low height and a drain groove 2 is constructed. First,
FIG. 1 shows only the half PC plate 4, and shows a state in which a mold for forming the parapet 1 and the drainage groove 2 is assembled at this free end, and FIG. 2 is an enlarged view of the main part thereof. . Then, as shown in FIG. 3, slab upper end reinforcements, reinforcement reinforcements, and the like are arranged on the upper part of the half PC board 4, and then concrete is poured to complete the balcony 3.

【0011】図1、図2に示すように、ハーフPC板4
の先端面4aにはネジコン5が埋設されており、この先
端面4aに、ゴムパッキング6を介して前板7を締付金
具8により緊締して取付けする。このゴムパッキング6
は、ハーフPC板先端面4aと前板7の隙間を埋めるも
ので、工事完了御に取り外してもよいし、そのまま埋め
込んでおいてもよい。ネジコン5は150〜200mm程
度の間隔をおいて埋設しておく。ハーフPC板4として
は、例えば厚み65mm程度のものを使用する。尚、ハー
フPC板4はスラブ下端筋4bに適宜間隔をおいて鉄筋
組立体4cを溶接したものにコンクリートを打設して得
た工場製品である。本例の鉄筋組立体4cは、トップ筋
4d、ラチス筋4e、下端筋4fから構成される。
As shown in FIGS. 1 and 2, the half PC board 4
A screw connector 5 is embedded in the front end surface 4a of the front plate 4a, and a front plate 7 is tightly attached to the front end surface 4a via a rubber packing 6 by a tightening metal fitting 8. This rubber packing 6
Is for filling the gap between the front end face 4a of the half PC plate and the front plate 7, and may be removed when the construction is completed or may be left as it is. The screw capacitors 5 are embedded at intervals of about 150 to 200 mm. As the half PC board 4, for example, one having a thickness of about 65 mm is used. The half PC plate 4 is a factory product obtained by placing concrete on a welded reinforcing bar assembly 4c at the bottom end slab 4b of the slab. The reinforcing bar assembly 4c of this example includes a top bar 4d, a lattice bar 4e, and a bottom bar 4f.

【0012】一方、溝側板9、10は、断面視コ字状の
支持金具11に平行状態に取付け、この支持金具11
を、ハーフPC板4に上向きに埋設した長ネジコン12
にボルト金具13で締め付けて固定する。長ネジコン1
2も150〜200mm程度の間隔をおいて埋設してお
く。溝側板9、10には、それぞれ埋込ボルト14、1
5が埋設されており、このボルト14、15を支持金具
11の透孔に通し、ナット16、17で締め付けて固定
する。尚、幅の広い方の溝側板9は、前板7と対になっ
てパラペット1の内壁面を構成するもので、連結金具
(セパレータ)18によって前板7と連結される。符号
19は前板7に埋設した埋込ボルト、符号20は溝側板
9に埋設した埋込ボルトである。前板7や溝側板9、1
0としては、例えば厚み25mm程度のものを使用する。
On the other hand, the groove side plates 9 and 10 are mounted in parallel with a support fitting 11 having a U-shaped cross section, and the support fitting 11
Is a long screw connector 12 embedded in the half PC board 4 upwards.
Tighten with bolts 13 to fix. Long screw control 1
2 is also buried at intervals of about 150 to 200 mm. The groove side plates 9 and 10 have embedded bolts 14 and 1 respectively.
5 is embedded, and these bolts 14 and 15 are passed through the through holes of the support fitting 11 and are tightened and fixed by nuts 16 and 17. The wider groove side plate 9 forms the inner wall surface of the parapet 1 by pairing with the front plate 7, and is connected to the front plate 7 by a connecting fitting (separator) 18. Reference numeral 19 is an embedded bolt embedded in the front plate 7, and reference numeral 20 is an embedded bolt embedded in the groove side plate 9. Front plate 7 and groove side plates 9, 1
As 0, for example, one having a thickness of about 25 mm is used.

【0013】次に、図3に示すようにこのハーフPC板
4を根太、大引、サポートロッドからなる支保工21で
支え、ハーフPC板4の鉄筋組立体4cにスラブ上端筋
22や補強筋23、パラペット部鉄筋24を溶接してか
ら、溝側板10の内側までコンクリート25を14cm程
度の厚みで打設し、厚み20cm程度の合成床工法による
バルコニー3の構築を完成する。図中、符号26は梁部
鉄筋である。また、前板7と溝側板9の間にコンクリー
ト25を流し込んで、パラペット1部分を形成する。溝
側板9と溝側板10の間にもコンクリートをうすく打設
して排水溝2を形成する。尚、ハーフPC板4への前板
7や溝側板9、10の取付けは、支保工で支える前でも
後でも構わないが、前者の方が能率は上がる。
Next, as shown in FIG. 3, the half PC board 4 is supported by a support 21 composed of joists, large pulls, and support rods, and the reinforcing bar assembly 4c of the half PC board 4 has slab upper end reinforcements 22 and reinforcement reinforcements. After welding 23 and the parapet part rebar 24, concrete 25 is cast to the inside of the groove side plate 10 with a thickness of about 14 cm, and the construction of the balcony 3 by the synthetic floor construction method with a thickness of about 20 cm is completed. In the figure, reference numeral 26 is a beam reinforcing bar. Further, concrete 25 is poured between the front plate 7 and the groove side plate 9 to form the parapet 1 portion. The drain groove 2 is also formed by thinly pouring concrete between the groove side plate 9 and the groove side plate 10. The front plate 7 and the groove side plates 9 and 10 may be attached to the half PC plate 4 before or after they are supported by the supporting work, but the former is more efficient.

【0014】この前板7や溝側板9、10は埋め込み式
の型枠としてそのままにできるので、コンクリートを打
設して均したあと乾燥して支保工を外せば、パラペット
1と排水溝2を備えたバルコニーが、即完成するあと
は、表面仕上げをするのみである。尚、パラペット1の
上面には手すり用パイプを埋め込んで固定するようにし
てもよい。
Since the front plate 7 and the groove side plates 9 and 10 can be left as they are as an embedded formwork, the parapet 1 and the drainage groove 2 can be removed by pouring concrete, leveling it, then drying it and removing the supporting structure. The surface of the provided balcony will only be finished after it is completed. A handrail pipe may be embedded and fixed on the upper surface of the parapet 1.

【0015】以上はバルコニーについて説明したが、同
様の方法で、少なくとも一方が開放された廊下や通路等
を構築することができる。
Although the balcony has been described above, a corridor, a passageway, etc., at least one of which is open, can be constructed in the same manner.

【0016】[0016]

【発明の効果】以上説明したように、本発明はハーフP
C板を用いる合成床工法において、パラペットと排水溝
を形成する型枠としてSFC板を使用し、コンクリート
打設後該型枠を捨て型枠として構造物の一部にそのまま
利用するものである。従って、自由端部に予めパラペッ
トや排水溝を形成した特殊構造のハーフPC板を使用す
る必要もなく、自由端部に従来式の型枠を組み立てる手
間や脱型と言う余分な手間も必要なく、極めて自由度の
高い合成床工法によるバルコニーや出窓、廊下等の自由
端部を有する床が簡単に構築できる。
As described above, according to the present invention, the half P
In a synthetic floor construction method using a C plate, an SFC plate is used as a formwork for forming a parapet and a drainage groove, and after pouring concrete, the formwork is directly used as a part of a structure as a discard formwork. Therefore, it is not necessary to use a half-PC board with a special structure in which a parapet or drainage groove is formed in advance on the free end, and there is no need to assemble a conventional formwork on the free end or extra work called demolding. , The floor with free ends such as balconies, bay windows, and corridors can be easily constructed by the synthetic floor method with extremely high degree of freedom.

【0017】特に、SFC板製前板を、ハーフPC板の
端面に埋設したネジコンに締付金具で取付け、2枚のS
FC板製溝側板をコ字状の支持金具に取付け、該支持金
具をハーフPC板に上向きに埋設した長ネジコンにボル
ト金具で支持することにより、作業効率が大幅に向上し
低コスト化が実現できる効果がある。極めて簡単にコス
トも掛からず工事できる特徴を有する。
In particular, the front plate made of SFC plate is attached to the screw control embedded in the end surface of the half PC plate with a fastening metal fitting, and two SFC plates are attached.
The FC plate groove side plate is attached to the U-shaped support metal fittings, and the support metal fittings are supported by bolt metal fittings on the long screw connector embedded in the half PC plate upwards, thereby significantly improving work efficiency and realizing cost reduction. There is an effect that can be done. It has the feature that it can be constructed very easily and without cost.

【図面の簡単な説明】[Brief description of drawings]

【図1】バルコニーを構築するハーフPC板の部分を示
す横断面図である。
FIG. 1 is a cross-sectional view showing a portion of a half-PC board that constitutes a balcony.

【図2】図1の部分拡大断面図である。FIG. 2 is a partially enlarged sectional view of FIG.

【図3】コンクリートを打設した状態のバルコニーの横
断面図である。
FIG. 3 is a transverse cross-sectional view of a balcony in which concrete is poured.

【図4】従来のハーフPC板を用いた合成床工法による
バルコニー構築の一例を示す横断面図である。
FIG. 4 is a transverse cross-sectional view showing an example of construction of a balcony by a conventional synthetic flooring method using half PC boards.

【図5】従来のハーフPC板を用いた合成床工法による
バルコニー構築の他の一例を示す横断面図である。
FIG. 5 is a cross-sectional view showing another example of the construction of a balcony by the conventional synthetic floor method using half PC boards.

【符号の説明】[Explanation of symbols]

1 パラペット 2 排水溝 3 バルコニー 4 ハーフPC板 7 前板 8 締付金具 9 溝側板 10 溝側板 11 支持金具 21 支保工 25 コンクリート 1 Parapet 2 Drainage groove 3 Balcony 4 Half PC board 7 Front plate 8 Tightening fitting 9 Groove side board 10 Groove side board 11 Support fitting 21 Supporting work 25 Concrete

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 ハーフPC板の上部に所要の配筋をしコ
ンクリートを打設して自由端部にパラペットと排水溝を
備えた構造物を構築する場合において、パラペットと排
水溝を形成する型枠としてSFC板を使用し、コンクリ
ート打設後該型枠を構造物の一部にそのまま利用するこ
とを特徴とする自由端部を備えた構造物の構築方法。
1. A mold for forming a parapet and a drain groove in the case of constructing a structure having a parapet and a drain groove at a free end by placing a required reinforcement on the upper part of a half PC plate and placing concrete. A method for constructing a structure having a free end, characterized in that an SFC plate is used as a frame, and after pouring concrete, the form is used as it is as a part of the structure.
【請求項2】 パラペット外側面を構成するSFC板製
前板を、ハーフPC板の先端面に埋設したネジコンに締
付金具で取付ける一方、排水溝の内壁面を構成する2枚
のSFC板製溝側板をコ字状の支持金具に取付け、該支
持金具をハーフPC板に上向きに埋設した長ネジコンに
ボルト金具で支持して型枠を形成するものである請求項
1記載の自由端部を備えた構造物の構築方法。
2. A front plate made of SFC plate that constitutes the outer side surface of the parapet is attached to the screw control embedded in the front end surface of the half PC plate with a tightening metal fitting, while two SFC plates that form the inner wall surface of the drainage groove are made. 2. The free end portion according to claim 1, wherein the groove side plate is attached to a U-shaped support metal fitting, and the support metal fitting is supported by a bolt metal fitting on a long screw connector embedded upward in a half PC board to form a mold. How to build a structure with.
JP6179427A 1994-07-06 1994-07-06 Method of constructing structures with free ends Expired - Fee Related JP2976216B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6179427A JP2976216B2 (en) 1994-07-06 1994-07-06 Method of constructing structures with free ends

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6179427A JP2976216B2 (en) 1994-07-06 1994-07-06 Method of constructing structures with free ends

Publications (2)

Publication Number Publication Date
JPH0821000A true JPH0821000A (en) 1996-01-23
JP2976216B2 JP2976216B2 (en) 1999-11-10

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