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JPH047789B2 - - Google Patents
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JPH047789B2 - - Google Patents

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Publication number
JPH047789B2
JPH047789B2 JP13428286A JP13428286A JPH047789B2 JP H047789 B2 JPH047789 B2 JP H047789B2 JP 13428286 A JP13428286 A JP 13428286A JP 13428286 A JP13428286 A JP 13428286A JP H047789 B2 JPH047789 B2 JP H047789B2
Authority
JP
Japan
Prior art keywords
floor
slab
beams
leading edge
support material
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
JP13428286A
Other languages
Japanese (ja)
Other versions
JPS62291368A (en
Inventor
Toyohisa Myake
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.)
National House Industrial Co Ltd
Original Assignee
National House Industrial Co Ltd
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 National House Industrial Co Ltd filed Critical National House Industrial Co Ltd
Priority to JP13428286A priority Critical patent/JPS62291368A/en
Publication of JPS62291368A publication Critical patent/JPS62291368A/en
Publication of JPH047789B2 publication Critical patent/JPH047789B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Working Measures On Existing Buildindgs (AREA)
  • Floor Finish (AREA)

Description

【発明の詳細な説明】 〔技術分野〕 この発明は、床版が打設コンクリートからなる
旧バルコニー床を乾式コンクリート床版を用いた
床に改築するバルコニー床改築方法に関するもの
である。
DETAILED DESCRIPTION OF THE INVENTION [Technical Field] The present invention relates to a balcony floor renovation method for renovating an old balcony floor whose slab is made of cast concrete into a floor using a dry concrete slab.

〔背景技術〕[Background technology]

従来、デツキプレート上にコンクリートを現場
で打設して床版を形成したバルコニー床がある。
Conventionally, there is a balcony floor in which a floor slab is formed by pouring concrete on-site on a deck plate.

このようなバルコニー床において、長年使用に
よりクラツクが発生した場合等に、プレキヤスト
コンクリート版のような乾敷コンクリート床版を
用いた床に改築することが要望されている。
When cracks occur in such a balcony floor due to long-term use, there is a demand for renovation to a floor using a dry concrete slab such as a precast concrete slab.

しかし、従来はバルコニーの全体を解体して構
築し直さなくてはならず、材料や手間が多くかか
るという問題点があつた。
However, in the past, the entire balcony had to be dismantled and rebuilt, which required a lot of material and labor.

〔発明の目的〕[Purpose of the invention]

この発明は、現場打設コンクリート形式のバル
コニー床を、部分的な解体で簡単に乾式コンクリ
ート床版形式に改築できるバルコニー床改築方法
を提供することを目的とする。
An object of the present invention is to provide a balcony floor renovation method that allows a balcony floor in the form of cast-on-site concrete to be easily transformed into a dry concrete slab type by partial demolition.

〔発明の開示〕[Disclosure of the invention]

この発明のバルコニー床改築方法は、一対の側
梁とこの側梁の先端間および基端間に各々接合し
た前縁梁および後縁梁とにデツキブレートを張
り、このデツキプレート上に床版となる打設コン
クリートを設けてなる旧バルコニー床を、乾式コ
ンクリート床版を用いた床に改築するバルコニー
床改築方法において、前記各梁を残し前記デツキ
プレートと打設コンクリートとを取除く工程と、
前記の残された一対の側梁の長手方向中間部間に
わたる継ぎ梁、前記前縁梁および後縁梁に各々沿
う前縁受材および後縁受材、ならびに前記前縁受
材と継ぎ梁間にわたる床版受材を設ける工程と、
前記継梁と後縁受材とで前後縁が支持される主乾
式コンクリート床版および前記前縁受材と床版受
材とで支持される樋溝付乾式コンクリート床版を
敷込む工程とを含むものである。
In the balcony floor renovation method of the present invention, a decking plate is attached to a pair of side beams and a leading edge beam and a trailing edge beam connected between the tips and bases of the side beams, respectively, and a decking plate is formed on the decking plate. In a balcony floor renovation method for renovating an old balcony floor provided with poured concrete to a floor using dry concrete slabs, a step of removing the deck plate and the poured concrete, leaving each of the beams;
A joint beam extending between the longitudinal intermediate portions of the pair of remaining side beams, a leading edge support material and a trailing edge support material along the leading edge beam and the trailing edge beam, respectively, and spanning between the leading edge support material and the joint beam. A process of installing floor slab support material;
A step of laying a main dry concrete slab whose front and rear edges are supported by the joint beam and the trailing edge receiving material, and a dry concrete slab with gutter grooves whose front and rear edges are supported by the leading edge receiving material and the slab receiving material. It includes.

この発明の構成によれば、旧バルコニー床の側
梁、前縁梁、および後縁梁をそのまま残し、これ
らに継ぎ梁や各受材を設けて主乾式コンクリート
床版および樋溝付乾式コンクリート床版を敷き込
むようにしたので、部分的な解体のみですむ。そ
のため、全体を組み直す場合に比べ、使用材料が
少なくてすみ、また解体や再構築の手間も簡単と
なる。
According to the configuration of this invention, the side beams, front edge beams, and rear edge beams of the old balcony floor are left as they are, and joint beams and various supporting materials are provided on these to form the main dry concrete floor slab and the dry concrete floor with gutter grooves. Since the block was laid down, only partial disassembly was required. Therefore, compared to reassembling the entire structure, less materials are used, and the effort required for dismantling and rebuilding is also simpler.

実施例 この発明の一実施例を第1図ないし第5図に基
づいて説明する。第1図は改築後の床版省略状態
の平面図である。概略を説明すると、同図におい
て、建物本体1から突出した一対の側梁2と、こ
れら側梁2の先端間および基端間に設けた前縁梁
3と後縁梁4とは既設のものである。この既設の
側梁2に継梁受材5を取付けて継梁6を掛け渡
し、前縁梁3と後縁梁4とに前縁受材7および後
縁受材8を取付ける。そして、前縁受材7と継梁
6との間に床版受材9を接合する。この状態で主
乾式コンクリート床版10および樋溝付乾式コン
クリート床版11とを敷込む。
Embodiment An embodiment of the present invention will be described based on FIGS. 1 to 5. FIG. 1 is a plan view with the floor slab omitted after the renovation. To explain the outline, in the figure, a pair of side beams 2 protruding from the building body 1, and a front edge beam 3 and a rear edge beam 4 provided between the tips and bases of these side beams 2 are the existing ones. It is. A joint beam support material 5 is attached to the existing side beam 2 and a joint beam 6 is attached thereto, and a leading edge support material 7 and a trailing edge support material 8 are attached to the front edge beam 3 and the rear edge beam 4. Then, the floor slab support material 9 is joined between the leading edge support material 7 and the joint beam 6. In this state, the main dry concrete floor slab 10 and the gutter-grooved dry concrete floor slab 11 are laid.

つぎに、改築前の状態から施工手順を説明する
とともに、各部の詳細を説明する。第5図は改築
前の状態を示す。建物本体1から突出した一対の
側梁2と、その先端間および基端間に設けた前縁
梁3および後縁梁4とにデツキプレート12を張
り、その上に打設コンクリート13を現場打設し
て床版を形成してある。打設クリート13は樋溝
13aを有し、上面に緩い勾配が設けてある。1
4は縦樋である。側梁2は長手方向の中間におい
て、バルコニー柱15にガセツトプレート16を
介して接合されている。17は手摺であり、手摺
支柱17aは側梁2または前縁梁3に接合されて
いる。
Next, we will explain the construction procedure from the pre-renovation state and explain the details of each part. Figure 5 shows the state before renovation. A deck plate 12 is attached to a pair of side beams 2 protruding from the building body 1, and a front edge beam 3 and a rear edge beam 4 provided between their tips and base ends, and concrete 13 is poured on site. The floor slab is formed by installing The driving cleat 13 has a gutter groove 13a and has a gentle slope on its upper surface. 1
4 is a downspout. The side beam 2 is joined to the balcony column 15 via a gusset plate 16 at the middle in the longitudinal direction. 17 is a handrail, and the handrail support 17a is joined to the side beam 2 or the front edge beam 3.

前縁梁3は山形鋼からなり、側梁2の端板2a
に接合されている。後縁梁4は山形鋼4aと溝形
鋼4bを組合せたものからなる。デツキプレート
12は平板状または波形の鋼板等からなり、前縁
梁3の上面および後縁梁4の山形鋼4aの上面に
固定されている。側梁2は、内向きの溝形鋼から
なり、ウエブ内面に山形鋼の溶接によつて水平突
片13b(第4図参照)が設けられ、この水平突
片13bの上面で前記デツキプレート12の側縁
を受けている。側梁2の基端は建物本体1のラチ
ス梁18に接合部材19を介して接合されてい
る。なお、後縁梁4を建物本体1に接合し、これ
に側梁2を接合した構造であつてもよい。
The front edge beam 3 is made of angle iron, and the end plate 2a of the side beam 2
is joined to. The trailing edge beam 4 is made of a combination of angle steel 4a and channel steel 4b. The deck plate 12 is made of a flat or corrugated steel plate, and is fixed to the upper surface of the leading edge beam 3 and the upper surface of the angle iron 4a of the trailing edge beam 4. The side beam 2 is made of inward channel steel, and a horizontal protrusion 13b (see FIG. 4) is provided on the inner surface of the web by welding angle steel. It is surrounded by the lateral edges of. The base end of the side beam 2 is joined to the lattice beam 18 of the building body 1 via a joining member 19. In addition, the structure may be such that the trailing edge beam 4 is joined to the building body 1, and the side beams 2 are joined to this.

改築に際しては、この旧バルコニー床から、デ
ツキプレート12を打設コンクリート13とを取
除き、第4図のように側梁2、前縁梁3および後
縁梁4をそのまま残す。第5図のバルコニー柱1
5も残す。
During the renovation, the deck plate 12 and the poured concrete 13 are removed from the old balcony floor, leaving the side beams 2, front edge beams 3, and rear edge beams 4 as they are, as shown in FIG. Balcony pillar 1 in Figure 5
Leave 5 as well.

つぎに、第1図ないし第3図に示すように、前
縁梁3に前縁受材7をタツピンねじ等の固着具1
9(第2図)で固定すると共に、側梁2に縦梁受
材5をタツピンねじ等の固着具20(第3図)で
固定する。前縁受材7は第2図に示すように溝形
ものであり、床版受材接合片7aが溶接してあ
る。継梁受材5は、溝形の継梁受材本体5aに、
床版受片5bと継梁接合片5cとを溶接したもの
である。
Next, as shown in FIGS. 1 to 3, the leading edge support material 7 is attached to the leading edge beam 3 using a fixing device such as a tatupin screw.
9 (FIG. 2), and also fix the vertical beam support member 5 to the side beam 2 with fixing tools 20 (FIG. 3) such as tatupin screws. As shown in FIG. 2, the leading edge support member 7 is groove-shaped, and a deck support member joint piece 7a is welded thereto. The joint beam receiving material 5 has a groove-shaped joint beam receiving material main body 5a,
The floor slab receiving piece 5b and the connecting beam joint piece 5c are welded together.

継梁6は両端に接合片6aを突設し、かつ一側
面に床版受材接合片6bを突設したものであり、
継梁受材5の継梁接合片5cに両端の接合片6a
をボルト・ナツト等の固着具21で接合する。こ
の後、床版受材9を継梁6と前縁受材3の床版受
材接合片6b,3aにボルト・ナツト等の固着具
22,23で接合する。ついで、後縁受材8を後
縁梁4にタツピンねじ等の固着具24(第2図)
で接合する。なお、後縁受材8の取付けは、前縁
受材7や継梁受材5の取付け以前に行つてもよ
い。
The connecting beam 6 has joint pieces 6a protruding from both ends and a floor slab receiving material joint piece 6b protruding from one side.
The joint pieces 6a at both ends are attached to the joint beam joint pieces 5c of the joint beam receiving material 5.
are joined with fixing tools 21 such as bolts and nuts. Thereafter, the floor slab support material 9 is joined to the floor slab support material joining pieces 6b, 3a of the connecting beam 6 and the leading edge support material 3 using fixing tools 22, 23 such as bolts and nuts. Next, attach the trailing edge support member 8 to the trailing edge beam 4 with a fixing device 24 such as a pin screw (Fig. 2).
Join with. Note that the trailing edge support material 8 may be installed before the leading edge support material 7 and the joint beam support material 5 are installed.

このように骨組みが完成した後、主乾式コンク
リート床版10を、継梁6と後縁受材8上にわた
つて載せ、かつ樋溝付乾式コンクリート床版11
を床版受材材9と、前縁受材7と継梁受材5の床
版受片5b上にわたつて載せる。これら主乾式コ
ンクリート床版10および樋溝付コンクリート床
版10は、各受材等にタツピンねじ等の固着具で
固定する。目地部および周縁部はコーキング2
5,26により防水処理する。主乾式コンクリー
ト床版10および樋溝付間床版11はプレキヤス
トコンクリート版等からなり、上面に水勾配が形
成してある。主乾式コンクリート床版10は貫通
孔10aを設けてある。樋溝付コンクリート床版
11は樋溝11aを有するものであり、前後幅を
例えば200mm程度の幅狭のものとしてある。
After the framework is completed in this way, the main dry concrete deck slab 10 is placed over the joint beams 6 and the trailing edge support material 8, and the dry concrete deck slab 11 with gutter grooves is placed.
is placed over the floor slab support material 9, the leading edge support material 7, and the floor slab support piece 5b of the joint beam support material 5. The main dry type concrete floor slab 10 and the gutter-grooved concrete floor slab 10 are fixed to each receiving material or the like with fixing tools such as pin screws. Caulk 2 for joints and surrounding edges
5, 26 for waterproofing. The main dry concrete floor slab 10 and the gutter-grooved intermediate floor slab 11 are made of precast concrete slabs, etc., and have a water gradient formed on their upper surfaces. The main dry concrete floor slab 10 is provided with a through hole 10a. The gutter-grooved concrete floor slab 11 has gutter grooves 11a, and has a narrow front-rear width of, for example, about 200 mm.

このように改築を行うが、この改築方法による
と、旧バルコニー床の側梁2、前縁梁3および後
縁梁4をそのまま残し、これらに継梁6や各受材
を設けて主乾式コンクリート床版10および樋溝
付乾式コンクリート床版11を敷き込むようにし
たので、部分的な解体のみですむ。そのため、全
体を組み直す場合に比べ、使用材料が少なくてす
み、また解体や再構築の手間も簡単となる。
According to this renovation method, the side beams 2, front edge beams 3, and rear edge beams 4 of the old balcony floor are left as they are, and joint beams 6 and various supporting materials are installed on them, and the main dry concrete is installed. Since the floor slab 10 and the dry concrete floor slab 11 with gutter grooves are laid, only partial demolition is required. Therefore, compared to reassembling the entire structure, less materials are used, and the effort required for dismantling and rebuilding is also simpler.

〔発明の効果〕〔Effect of the invention〕

この発明のバルコニー床改築方法は、旧バルコ
ニー床の側梁、前縁梁、および後縁梁をそのまま
残し、これらに継ぎ梁や各受材を設けて主乾式コ
ンクリート床版および樋溝付乾式コンクリート床
版を敷き込むようにしたので、部分的な解体のみ
ですむ。そのため、全体を組み直す場合に比べ、
使用材料が少なくてすみ、また解体や再構築の手
間も簡単となるという効果がある。
The balcony floor renovation method of this invention leaves the side beams, front edge beams, and rear edge beams of the old balcony floor as they are, and installs joint beams and various supporting materials on these, and installs the main dry concrete floor slab and dry concrete with gutter grooves. Since we installed floor slabs, only partial demolition was required. Therefore, compared to reassembling the whole thing,
This has the effect of requiring less materials and making dismantling and rebuilding easier.

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

第1図はこの発明の一実施例の改築後における
床版取除き状態の平面図、第2図は第1図におい
て主乾式コンクリート床版および樋溝付コンクリ
ート床版を取付けた状態の横断面側面図、第3図
は第1図において、主乾式コンクリート床版およ
び樋溝付コンクリート床版を取付けた状態の−
線断面図、第4図は同じくその改築途中の状態
の横断側面図、第5図は同じくその改築前の状態
の横断側面図である。 1……建物本体、2……側梁、3……前縁梁、
4……後縁梁、5……継梁受材、6……継梁、7
……前縁受材、8……後縁受材、9……床版受
材、10……主乾式コンクリート床版、11……
樋溝付コンクリート床版、12……デツキプレー
ト、13……打設コンクリート。
Fig. 1 is a plan view of an embodiment of the present invention after the floor slab has been removed after renovation, and Fig. 2 is a cross-sectional view of the main dry concrete slab and gutter-grooved concrete slab in Fig. 1. The side view, Figure 3, is the same as in Figure 1, with the main dry concrete slab and gutter grooved concrete slab installed.
A line sectional view, FIG. 4 is a cross-sectional side view of the state in the middle of the renovation, and FIG. 5 is a cross-sectional side view of the state before the renovation. 1...Building body, 2...Side beam, 3...Front edge beam,
4... Trailing edge beam, 5... Joint beam receiving material, 6... Joint beam, 7
... Leading edge receiving material, 8... Trailing edge receiving material, 9... Floor slab receiving material, 10... Main dry concrete floor slab, 11...
Concrete floor slab with gutter grooves, 12...Deck plate, 13...Poured concrete.

Claims (1)

【特許請求の範囲】[Claims] 1 一対の側梁とこの側梁の先端間および基端間
に各々接合した前縁梁および後縁梁とにデツキブ
レートを張り、このデツキプレート上に床版とな
る打設コンクリートを設けてなる旧バルコニー床
を、乾式コンクリート床版を用いた床に改築する
バルコニー床改築方法において、前記各梁を残し
前記デツキプレートと打設コンクリートとを取除
く工程と、前記の残された一対の側梁の長手方向
中間部間にわたる継ぎ梁、前記前縁梁および後縁
梁に各々沿う前縁受材および後縁受材、ならびに
前記前縁受材と継ぎ梁間にわたる床版受材を設け
る工程と、前記継梁と後縁受材とで前後縁が支持
される主乾式コンクリート床版および前記前縁受
材と床版受材とで支持される樋溝付乾式コンクリ
ート床版を敷込む工程とを含むバルコニー床改築
方法。
1 A deck plate is attached to a pair of side beams and a leading edge beam and a trailing edge beam connected between the tips and bases of the side beams, respectively, and poured concrete is placed on the deck plate to serve as the floor slab. A balcony floor renovation method in which a balcony floor is renovated to a floor using dry concrete slabs includes a step of removing the deck plate and poured concrete while leaving each of the beams, and a step of removing the deck plate and poured concrete while leaving each of the beams, and removing the remaining pair of side beams. a step of providing a joint beam extending between the longitudinally intermediate portions, a leading edge support material and a trailing edge support material along the leading edge beam and the trailing edge beam, respectively, and a floor slab support material extending between the leading edge support material and the joint beam; The method includes the step of laying a main dry concrete slab whose front and rear edges are supported by a joint beam and a trailing edge receiving material, and a dry concrete slab with gutter grooves whose front and rear edges are supported by the leading edge receiving material and the slab receiving material. How to renovate a balcony floor.
JP13428286A 1986-06-10 1986-06-10 Method for remodeling floor of balcony Granted JPS62291368A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13428286A JPS62291368A (en) 1986-06-10 1986-06-10 Method for remodeling floor of balcony

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13428286A JPS62291368A (en) 1986-06-10 1986-06-10 Method for remodeling floor of balcony

Publications (2)

Publication Number Publication Date
JPS62291368A JPS62291368A (en) 1987-12-18
JPH047789B2 true JPH047789B2 (en) 1992-02-13

Family

ID=15124638

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13428286A Granted JPS62291368A (en) 1986-06-10 1986-06-10 Method for remodeling floor of balcony

Country Status (1)

Country Link
JP (1) JPS62291368A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2630620B2 (en) * 1988-03-30 1997-07-16 積水ハウス株式会社 Apartment corridor replacement method
JP2630619B2 (en) * 1988-03-30 1997-07-16 積水ハウス株式会社 Apartment corridor replacement method

Also Published As

Publication number Publication date
JPS62291368A (en) 1987-12-18

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