JPH0312888Y2 - - Google Patents

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Publication number
JPH0312888Y2
JPH0312888Y2 JP5931586U JP5931586U JPH0312888Y2 JP H0312888 Y2 JPH0312888 Y2 JP H0312888Y2 JP 5931586 U JP5931586 U JP 5931586U JP 5931586 U JP5931586 U JP 5931586U JP H0312888 Y2 JPH0312888 Y2 JP H0312888Y2
Authority
JP
Japan
Prior art keywords
concrete floor
floor panel
wall
small
mortar
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
JP5931586U
Other languages
Japanese (ja)
Other versions
JPS62175115U (en
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 filed Critical
Priority to JP5931586U priority Critical patent/JPH0312888Y2/ja
Publication of JPS62175115U publication Critical patent/JPS62175115U/ja
Application granted granted Critical
Publication of JPH0312888Y2 publication Critical patent/JPH0312888Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 [技術分野] 本考案は建物の2階や3階等の床部にコンクリ
ート床パネルを張つて取り付ける構造に関するも
のである。
[Detailed Description of the Invention] [Technical Field] The present invention relates to a structure in which concrete floor panels are stretched and attached to the floor of a building, such as the second or third floor.

[背景技術] 従来より、第4図に示すように柱1間に大梁2
を架設し、一方の大梁2に直交するように小梁3
を架設して建物の骨組を構成し、建物の外周に外
壁パネル4を配置して外壁を組み立て、外壁パネ
ル4を取り付け材5にて大梁2に固定している。
そして2階や3階等の床部では多数枚のコンクリ
ート床パネル6が全面に亘つて張り並べられ、小
梁3を介して隣合うコンクリート床パネル6の端
部は小梁3上に載置され、小梁3の長手方向に隣
合うコンクリート床パネル6は側面同士が当接さ
れ、小梁3と直交する壁際ではコンクリート床パ
ネル6の側部が大梁2の上方に配置され、小梁3
と平行な大梁2の壁際ではコンクリート床パネル
6の端部が大梁2上に配置される。コンクリート
床パネル6では側部の上面側で全長に亘つて切り
欠き7が設けられ、この切り欠き7に目地鉄筋8
が配置され、小梁3上に隣合うコンクリート床パ
ネル6の端面間で立設された取り付けプレート9
の挿通孔10に目地鉄筋8が挿通され、切り欠き
7で形成されるコンクリート床パネル6の側部間
の側部目地溝11に目地鉄筋8を埋設するように
モルタル12が充填され、小梁3を介して隣合う
コンクリート床パネル6の端面間の端部目地溝1
3にもモルタル12が充填される。また小梁3と
直交する大梁2のある壁際では第5図、第6図に
示すように大梁3上にスペーサ14′を介して
(大梁2の方が小梁3より上面の高さが低いので
この段差を吸収するためスペーサ14′を介装す
る)コンクリート床パネル6の側部が載置され、
このスペーサ14′上に取り付けプレート9が立
設され、取り付けプレート9の挿通孔10に挿通
した目地鉄筋8を切り欠き7に位置させ、大梁2
上で外壁パネル4とコンクリート床パネル6の側
面との間及び切り欠き7にモルタル12が充填さ
れている。しかしかかる従来例にあつては、小梁
3と直交する壁際の大梁2上のコンクリート床パ
ネル6の側部を固定するのに多量のモルタル12
を要すると共に施工に手間がかかるという欠点が
あつた。
[Background technology] Conventionally, as shown in Fig. 4, two girders are placed between one column.
A small beam 3 is constructed so as to be perpendicular to one of the large beams 2.
are constructed to constitute the frame of the building, outer wall panels 4 are arranged around the outer periphery of the building, the outer wall is assembled, and the outer wall panels 4 are fixed to the girders 2 with attachment materials 5.
On the floors of the second and third floors, a large number of concrete floor panels 6 are lined up over the entire surface, and the ends of adjacent concrete floor panels 6 are placed on the small beams 3. The concrete floor panels 6 that are adjacent to each other in the longitudinal direction of the small beams 3 are in contact with each other on their sides, and at the wall perpendicular to the small beams 3, the sides of the concrete floor panels 6 are placed above the large beams 2, and the small beams 3
The end of the concrete floor panel 6 is placed on the girder 2 near the wall parallel to the girder 2 . In the concrete floor panel 6, a notch 7 is provided along the entire length on the upper surface side of the side part, and a joint reinforcing bar 8 is installed in this notch 7.
is arranged, and a mounting plate 9 is erected between the end faces of the adjacent concrete floor panels 6 on the small beam 3.
The joint reinforcement 8 is inserted into the insertion hole 10 of the concrete floor panel 6, and the mortar 12 is filled so as to bury the joint reinforcement 8 in the side joint groove 11 between the sides of the concrete floor panel 6 formed by the notch 7. End joint groove 1 between end faces of adjacent concrete floor panels 6 via 3
3 is also filled with mortar 12. Also, at the wall where there is a large beam 2 perpendicular to the small beam 3, as shown in Figures 5 and 6, a spacer 14' is placed on the large beam 3 (the height of the upper surface of the large beam 2 is lower than that of the small beam 3). Therefore, a spacer 14' is interposed to absorb this level difference) The side part of the concrete floor panel 6 is placed,
A mounting plate 9 is erected on this spacer 14', and the joint reinforcement 8 inserted through the insertion hole 10 of the mounting plate 9 is positioned in the notch 7, and the girder 2
Above, mortar 12 is filled between the outer wall panel 4 and the side surface of the concrete floor panel 6 and in the notch 7. However, in such a conventional example, a large amount of mortar 12 is required to fix the side part of the concrete floor panel 6 on the large beam 2 on the wall perpendicular to the small beam 3.
The drawback was that it required a lot of work and was time-consuming to construct.

[考案の目的] 本考案は叙述の点に鑑みてなされたものであつ
て、本考案の目的とするところは壁際でコンクリ
ート床パネルの側部を固定金具で簡単に固定でき
て余分なモルタルを要しないと共に施工が簡単に
できるコンクリート床パネルの取り付け構造を提
供するにある。
[Purpose of the invention] The present invention was made in view of the points mentioned above, and the purpose of the invention is to easily fix the side of a concrete floor panel near a wall with fixing brackets and to eliminate excess mortar. To provide a concrete floor panel mounting structure that does not require any work and is easy to construct.

[考案の開示] 本考案コンクリート床パネルの取り付け構造
は、建物の壁際に沿つて大梁2を架設し、この大
梁2に直交するように小梁3を架設し、小梁3の
上にコンクリート床パネル6の端部を載置して小
梁3を介して隣合うコンクリート床パネル6の端
面同士を対向させると共に小梁3の長手方向に隣
合うコンクリート床パネル6の側面同士を対向さ
せ、コンクリート床パネル6の側部で上面側に全
長に亘つて設けた切り欠き7に目地鉄筋8を配置
し、小梁3に隣合うコンクリート床パネル6の端
面間で立設した取り付けプレート9の挿通孔10
に上記目地鉄筋8を挿通し、切り欠き7で形成さ
れるコンクリート床パネル6の側部間の側部目地
溝11にモルタル12を充填すると共にコンクリ
ート床パネル6の端面間の端部目地溝13にモル
タル12を充填したものにおいて、壁際の大梁2
上に固定金具15をねじのような固着具16にて
固定し、固定金具15の上部に設けた係止孔17
を壁際のコンクリート床パネル6の側部の切り欠
き7に係止したものであつて、上述のように構成
することにより従来例の欠点を解決したものであ
る。つまり壁際の大梁2上に固定金具15をねじ
のような固着具16にて固定し、固定金具15の
上部に設けた係止孔17を壁際のコンクリート床
パネル6の側部の切り欠き7に係止したことによ
り、固定金具15を大梁2上に固着具16にて固
定して係止孔17を切り欠き7に係止するだけで
コンクリート床パネル6の側部を壁際の大梁2上
に取り付けることができるものであつて、従来の
ように余分なモルタル12を要せず簡単に施工で
きるようになつた。
[Disclosure of the invention] The mounting structure of the concrete floor panel of the present invention is to erect a large beam 2 along the wall of a building, erect a small beam 3 perpendicular to the large beam 2, and install a concrete floor panel on top of the small beam 3. The ends of the panels 6 are placed so that the end faces of the adjacent concrete floor panels 6 face each other via the small beams 3, and the side surfaces of the concrete floor panels 6 adjacent to each other in the longitudinal direction of the small beams 3 are made to face each other, and the concrete A joint reinforcing bar 8 is placed in a notch 7 provided along the entire length on the upper surface side of the floor panel 6, and an insertion hole for a mounting plate 9 is provided between the end faces of the concrete floor panel 6 adjacent to the small beam 3. 10
The joint reinforcing bars 8 are inserted into the grooves, and the side joint grooves 11 between the sides of the concrete floor panel 6 formed by the notches 7 are filled with mortar 12. filled with mortar 12, the girder 2 near the wall
A fixing fitting 15 is fixed on the top with a fixing device 16 such as a screw, and a locking hole 17 provided in the upper part of the fixing fitting 15 is fixed.
is fixed to a notch 7 in the side of a concrete floor panel 6 near a wall, and by configuring it as described above, the drawbacks of the conventional example are solved. In other words, fix the fixing fitting 15 on the girder 2 near the wall with a fixing device 16 such as a screw, and insert the locking hole 17 provided at the top of the fixing fitting 15 into the notch 7 on the side of the concrete floor panel 6 near the wall. By locking, the side part of the concrete floor panel 6 can be placed on the girder 2 near the wall by simply fixing the fixing metal fittings 15 on the girder 2 with the fasteners 16 and locking the locking holes 17 in the notches 7. It can be attached and can be easily constructed without requiring extra mortar 12 as in the conventional method.

以下本考案を実施例により詳述する。 The present invention will be explained in detail below using examples.

建物の構造は従来例と同じであるので説明は省
略する。またコンクリート床パネル6はALCの
ようなコンクリートのパネルで側部の上面側に全
長亘つて断面1/4円状の切り欠き7を有する。こ
のコンクリート床パネル6も、従来と同じように
張り並べられると共に小梁3と直交する壁際以外
は従来と同様に取り付けられるので説明は省略す
る。小梁3と直交する大梁2上には断面リツプ付
コ字状のスペーサ14が載設され、スペーサ14
上にコンクリート床パネル6の側部が載置されて
いる。固定金具15は第3図に示すように略L字
状に形成され、固定金具15の横片に取り付け孔
18が穿孔され、固定金具15の縦片の上部には
上記切り欠き7に沿う係止孔17が設けられ、係
止孔17に透孔19が穿孔されている。しかして
大梁2上にコンクリート床パネル6の側部を取り
付けるにあたつては、第1図、第2図に示すよう
に固定金具15を大梁2のスペーサ14上に載せ
ると共に係止孔17を切り欠き7に係止し、取り
付け孔18からねじのような固着具16をスペー
サ14に挿通して固定金具15を固定し、透孔1
9から釘20をコンクリート床パネル6に打設す
る。なおこのように固定金具15でコンクリート
床パネル6の側部を取り付けると、コンクリート
床パネル6の側面と外壁パネル4との間に空所が
できるが、外壁パネルの屋内側に内装用壁パネル
が張られて空所の上方が覆われるのでコンクリー
ト床パネル6に床仕上げするとき問題にならな
い。
The structure of the building is the same as the conventional example, so the explanation will be omitted. Further, the concrete floor panel 6 is a concrete panel such as ALC, and has a notch 7 having a quarter circular cross section over the entire length on the upper surface side of the side part. The concrete floor panels 6 are also laid out in the same way as before and are attached in the same way as before, except for the walls that are perpendicular to the small beams 3, so the explanation will be omitted. A U-shaped spacer 14 with a lip in cross section is mounted on the large beam 2 that is perpendicular to the small beam 3.
The sides of the concrete floor panel 6 are placed on top. As shown in FIG. 3, the fixing metal fitting 15 is formed into a substantially L-shape, with an attachment hole 18 bored in the horizontal piece of the fixing metal fitting 15, and a fitting hole 18 along the notch 7 in the upper part of the vertical piece of the fixing metal fitting 15. A locking hole 17 is provided, and a through hole 19 is bored in the locking hole 17. When attaching the side part of the concrete floor panel 6 to the girder 2, as shown in FIGS. The fixing tool 16 such as a screw is inserted into the spacer 14 from the mounting hole 18 to fix the fixing tool 15, and the through hole 1
Starting from 9, nails 20 are driven into the concrete floor panel 6. Note that when the side of the concrete floor panel 6 is attached with the fixing fittings 15 in this way, a space is created between the side of the concrete floor panel 6 and the exterior wall panel 4, but the interior wall panel is placed on the indoor side of the exterior wall panel. Since the upper part of the empty space is covered, there is no problem when finishing the floor on the concrete floor panel 6.

[考案の効果] 本考案は叙述のように壁際の大梁上に固定金具
をねじのような固着具にて固定し、固定金具の上
部を設けた係止部を壁際のコンクリート床パネル
の側部の切り欠きに係止したので、固定金具を大
梁上に固着具にて固定して係止部を切り欠きに係
止するだけでコンクリート床パネルの側部を壁際
の大梁上に取り付けることができるものであつ
て、従来のように余分なモルタルを要せずにモル
タルの無駄をなくすことができると共に簡単に施
工できるものである。
[Effects of the invention] As described above, the present invention fixes a fixing fitting on a large beam near a wall using a fixing device such as a screw, and connects the locking part provided at the top of the fixing fitting to the side of a concrete floor panel near the wall. Since it has been secured to the notch, the side of the concrete floor panel can be attached to the main beam near the wall by simply securing the fixing bracket to the main beam with the fixing tool and locking the locking part to the notch. It is possible to eliminate waste of mortar without requiring extra mortar as in conventional methods, and it can be easily constructed.

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

第1図は本考案の一実施例の要部の斜視図、第
2図は同上の断面図、第3図は同上の固定金具の
斜視図、第4図は従来例の一部切欠平面図、第5
図は従来例の断面図、第6図は従来例の一部切欠
斜視図であつて、2は大梁、3は小梁、6はコン
クリート床パネル、7は切り欠き、8は目地鉄
筋、9は取り付けプレート、10は挿通孔、11
は側部目地溝、12はモルタル、13は端部目地
溝、15は固定金具、16は固着具、17は係止
部である。
Fig. 1 is a perspective view of the main parts of an embodiment of the present invention, Fig. 2 is a sectional view of the same, Fig. 3 is a perspective view of the fixing fittings of the above, and Fig. 4 is a partially cutaway plan view of the conventional example. , 5th
The figure is a cross-sectional view of the conventional example, and FIG. 6 is a partially cutaway perspective view of the conventional example, in which 2 is a large beam, 3 is a small beam, 6 is a concrete floor panel, 7 is a notch, 8 is a joint reinforcing bar, and 9 is the mounting plate, 10 is the insertion hole, 11
12 is a side joint groove, 12 is a mortar, 13 is an end joint groove, 15 is a fixture, 16 is a fixing tool, and 17 is a locking portion.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 建物の壁際に沿つて大梁を架設し、この大梁に
直交するように小梁を架設し、小梁の上にコンク
リート床パネルの端部を載置して小梁を介して隣
合うコンクリート床パネルの端面同士を対向させ
ると共に小梁の長手方向に隣合うコンクリート床
パネルの側面同士を対向させ、コンクリート床パ
ネルの側部で上面側に全長に亘つて設けた切り欠
きに目地鉄筋を配置し、小梁に隣合うコンクリー
ト床パネルの端面間で立設した取り付けプレート
の挿通孔に上記目地鉄筋を挿通し、切り欠きで形
成されるコンクリート床パネルの側部間の側部目
地溝にモルタルを充填すると共にコンクリート床
パネルの端面間の端部目地溝にモルタルを充填し
たコンクリート床パネルの取り付け構造におい
て、壁際の大梁上に固定金具をねじのような固着
具にて固定して、固定金具の上部に設けた係止部
を壁際のコンクリート床パネルの側部の切り欠き
に係止して成るコンクリート床パネルの取り付け
構造。
A large beam is erected along the wall of the building, a small beam is erected perpendicular to this large beam, and the end of the concrete floor panel is placed on top of the small beam to connect the adjacent concrete floor panel via the small beam. The end surfaces of the beams are made to face each other, and the sides of the concrete floor panels that are adjacent to each other in the longitudinal direction of the small beams are made to face each other, and joint reinforcing bars are placed in the notches that are provided along the entire length of the upper surface side of the concrete floor panels. Insert the joint reinforcing bars into the insertion holes of the mounting plates installed between the end faces of the concrete floor panels adjacent to the small beams, and fill the side joint grooves between the sides of the concrete floor panels formed by the cutouts with mortar. At the same time, in the installation structure of a concrete floor panel in which mortar is filled in the end joint groove between the end faces of the concrete floor panel, the fixing bracket is fixed on the girder near the wall with a fastener such as a screw, and the upper part of the fixing bracket is A structure for attaching a concrete floor panel, in which a locking part provided at the wall is locked to a notch in the side of the concrete floor panel near the wall.
JP5931586U 1986-04-18 1986-04-18 Expired JPH0312888Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5931586U JPH0312888Y2 (en) 1986-04-18 1986-04-18

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5931586U JPH0312888Y2 (en) 1986-04-18 1986-04-18

Publications (2)

Publication Number Publication Date
JPS62175115U JPS62175115U (en) 1987-11-07
JPH0312888Y2 true JPH0312888Y2 (en) 1991-03-26

Family

ID=30890692

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5931586U Expired JPH0312888Y2 (en) 1986-04-18 1986-04-18

Country Status (1)

Country Link
JP (1) JPH0312888Y2 (en)

Also Published As

Publication number Publication date
JPS62175115U (en) 1987-11-07

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