JP2976216B2 - Method of constructing structures with free ends - Google Patents

Method of constructing structures with free ends

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Publication number
JP2976216B2
JP2976216B2 JP6179427A JP17942794A JP2976216B2 JP 2976216 B2 JP2976216 B2 JP 2976216B2 JP 6179427 A JP6179427 A JP 6179427A JP 17942794 A JP17942794 A JP 17942794A JP 2976216 B2 JP2976216 B2 JP 2976216B2
Authority
JP
Japan
Prior art keywords
plate
board
parapet
sfc
free end
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 - Fee Related
Application number
JP6179427A
Other languages
Japanese (ja)
Other versions
JPH0821000A (en
Inventor
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 KK
Original Assignee
IZUKON 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 KK filed Critical IZUKON 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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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.

【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 When constructing cantilevered structures or at least one free end structure, such as a balcony or a corridor with at least one open end, reinforcing bars of various shapes are conventionally arranged to reinforce concrete. Had been cast. However, in this case, the entire floor is formed of cast-in-place concrete,
It took much time and cost for the support work, and the labor for forming and arranging the rebar according to the shape of the structure was large, and the cost was high for the area.

【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。
[0003] Recently, a composite floor construction method in which concrete is laid with necessary reinforcement on the upper part of a ready-made half PC board is being adopted in this field.

【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 in this method, when constructing a structure having a parapet or a drainage ditch at the free end, the use of a custom-made half-PC board increases the cost and increases the cost. In the case of using a mold of the conventional type, there is a problem that the structure is complicated and it takes time to manufacture and assemble, and the advantage of the angled synthetic floor method has 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 formed to the free end portion is used, a specially shaped rebar assembly (b) for reinforcing a parapet or a drainage groove is incorporated. A half PC board is required. Therefore, mass production is not possible and the cost is high, and the protruding portion is damaged at the time of transportation, and there is a problem that the volume becomes large and extra transportation cost is required. As shown in FIG. 5, when a general-purpose half PC board (c) is used, a parapet or a drain groove (d) is formed with a control panel (e). It was a costly operation. In FIGS. 4 and 5, reference numeral (f) indicates a support structure made of joists and large pulling members, and (g) indicates cast-in-place concrete. Also, the formwork and shoring of the beam part 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。
Means for Solving the Problems The inventors of the present invention have made intensive studies and completed the present invention, and the feature of the present invention is that SFC is used as a mold for forming a parapet and a drain in a synthetic floor method. A plate is used and is securely supported by a simple metal fitting. After the concrete is cast, the form is used as it is for a part of the structure. Therefore, it has become possible to provide a construction method having 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。
Hereinafter, the method of the present invention will be described. First, in the present invention, a half PC board is a thin-walled reinforced concrete floor board into which a reinforcing bar assembly is driven, and an SFC board is
It is a concrete thin plate using steel fiber instead of reinforcing steel. The parapet referred to in the present invention has a low height (about 300 mm or less), and a metal handrail or the like is attached to its upper part as necessary.

【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 of about 0 to 100 mm. This half P
After the C-plate is supported by the shoring, the upper end of the slab is connected to the reinforcing bar assembly projecting above it, and the reinforcing bars that form the beams and the reinforcing bars of these reinforcing members and the upper end of the slab are connected with reinforcing bars. Connect or rebar the parapet parts. Also, SFC
The plate is a concrete plate in which 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 constituting the outer surface of the parapet and as two groove side plates constituting the inner wall surface of the drainage groove.
The front plate is attached to a screwdriver embedded in the end surface of the half PC plate with a fastener. On the other hand, the mounting of the groove side plate is performed by mounting the supporting metal in parallel with a U-shaped supporting metal in a sectional view, and then supporting the supporting metal with a bolt metal fitting on an upwardly embedded long screw cone of the half PC board. These front plates and groove side plates are put into concrete and left as they are to be discarded formwork. The thickness of the resulting composite floor 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。
In addition, the mounting method of the front plate and the groove side plate can be carried out by using various types of fittings or detachable metal fittings other than using the screw control described above.

【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。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the present invention will be described in detail based on embodiments shown in the drawings. 1 to 3 show an example in which the present invention is carried out, in which a balcony 3 having a low height parapet 1 and a drain 2 is constructed. First,
FIG. 1 shows only the half PC board 4 and shows a state in which a mold for forming a parapet 1 and a drain groove 2 is assembled at this free end, and FIG. 2 is an enlarged view of a main part thereof. . Then, as shown in FIG. 3, the upper slab reinforcement, reinforcement, 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 screwdriver 5 is buried in the front end face 4a, and a front plate 7 is attached to the front end face 4a by tightening a fastening member 8 via a rubber packing 6. This rubber packing 6
Is for filling the gap between the front end face 4a of the half PC board and the front board 7, and may be removed when the construction is completed, or may be embedded as it is. The screw control 5 is buried at an interval 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 board 4 is a factory product obtained by casting concrete on a reinforcing bar assembly 4c which is welded to the slab lower end bar 4b at appropriate intervals. The reinforcing bar assembly 4c of the present embodiment includes a top bar 4d, a lattice bar 4e, and a lower 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 attached in parallel to a support fitting 11 having a U-shape in cross section.
Is installed in the half PC board 4 in the upward direction with a long screw
And fixed with bolts 13. Long screw control 1
2 is also buried at an interval of about 150 to 200 mm. The groove side plates 9 and 10 have embedded bolts 14 and 1 respectively.
5 are buried. The bolts 14 and 15 are passed through the through holes of the support fitting 11, and are tightened and fixed with nuts 16 and 17. The wider groove-side plate 9 constitutes the inner wall surface of the parapet 1 by being paired with the front plate 7 and is connected to the front plate 7 by a connection fitting (separator) 18. Reference numeral 19 denotes an embedded bolt embedded in the front plate 7, and reference numeral 20 denotes an embedded bolt embedded in the groove side plate 9. Front plate 7, groove side plate 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 consisting of a joist, a large pull, and a support rod. 23, after welding the rebar 24 of the parapet part, concrete 25 is poured into the groove side plate 10 to a thickness of about 14 cm to complete the construction of the balcony 3 by a synthetic floor method of about 20 cm in thickness. In the drawing, reference numeral 26 denotes a beam reinforcing bar. Also, concrete 25 is poured between the front plate 7 and the groove side plate 9 to form the parapet 1 portion. The drainage groove 2 is formed by slightly casting 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 can be attached to the half PC plate 4 before or after being supported by the shoring, 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 embedded molds, if the concrete is cast and leveled and then dried and the support is removed, the parapet 1 and the drainage groove 2 can be removed. Once the balconies are ready, they are just finished. Note that 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 description has been given of a balcony, a corridor, a passage, or the like, at least one of which is open, can be constructed in a similar 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 the synthetic floor construction method using a C board, an SFC board is used as a mold for forming a parapet and a drainage channel, and after casting concrete, the mold is discarded and used as a part of a structure as it is for a part of the structure. Therefore, there is no need to use a half-PC board having a special structure in which a parapet or a drainage channel is formed in advance at the free end, and there is no need for assembling a conventional formwork at the free end or extra work of removing the mold. Floors having free ends such as balconies, bay windows, corridors, etc. can be easily constructed by a synthetic floor method having a very 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 the SFC plate is attached to a screw-container embedded in the end surface of the half PC plate with a fastener, and two S-plates are attached.
By attaching the FC plate groove side plate to a U-shaped support bracket and supporting the support bracket with a bolt screw on a long screw capacitor buried upward in the half PC board, work efficiency is greatly improved and cost reduction is realized. There is an effect that can be done. It has the feature that construction can be done very easily without cost.

【図面の簡単な説明】[Brief description of the 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 half PC board part for constructing 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 cross-sectional view of a balcony in a state where concrete is cast.

【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 cross-sectional view showing an example of a balcony construction by a conventional synthetic floor construction method using a half PC board.

【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 a balcony construction by a conventional composite floor construction method using a half PC board.

【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 DESCRIPTION OF SYMBOLS 1 Parapet 2 Drainage groove 3 Balcony 4 Half PC board 7 Front plate 8 Fastening fitting 9 Groove side plate 10 Groove side plate 11 Support metal fittings 21 Shoring 25 Concrete

Claims (2)

(57)【特許請求の範囲】(57) [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ものであって、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
合において、パラペット外壁面を形成するSFC板をハ
ーフPC板の自由端部に固定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 intended to build the half PC board structure with a parapet and drainage grooves on the free end portion to Da設concrete performs the necessary reinforcement to the top of, forming a parapet and culvert If you use the SFC plate as a mold to be used as it the concrete after casting mold frame part of the structure
In the case, the SFC plate forming the outer wall of the parapet is
A method for constructing a structure having a free end, wherein the structure is fixed to a free end of a PC board .
【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 an SFC plate constituting an outer surface of a parapet is attached to a screwdriver embedded in a tip end surface of a half PC plate with a fastener, while two SFC plates constituting an inner wall surface of a drain groove are provided. 2. The free end according to claim 1, wherein the groove-side plate is attached to a U-shaped support bracket, and the support bracket is supported by a bolt screw on a long screw-container buried upward in the half PC board to form a mold. Method of constructing a structure equipped 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 JPH0821000A (en) 1996-01-23
JP2976216B2 true JP2976216B2 (en) 1999-11-10

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JP6179427A Expired - Fee Related JP2976216B2 (en) 1994-07-06 1994-07-06 Method of constructing structures with free ends

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JPH0821000A (en) 1996-01-23

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