JPH0312887Y2 - - Google Patents

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Publication number
JPH0312887Y2
JPH0312887Y2 JP5931486U JP5931486U JPH0312887Y2 JP H0312887 Y2 JPH0312887 Y2 JP H0312887Y2 JP 5931486 U JP5931486 U JP 5931486U JP 5931486 U JP5931486 U JP 5931486U JP H0312887 Y2 JPH0312887 Y2 JP H0312887Y2
Authority
JP
Japan
Prior art keywords
concrete floor
floor panel
bolt
small
fixing bracket
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
JP5931486U
Other languages
Japanese (ja)
Other versions
JPS62175114U (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 JP5931486U priority Critical patent/JPH0312887Y2/ja
Publication of JPS62175114U publication Critical patent/JPS62175114U/ja
Application granted granted Critical
Publication of JPH0312887Y2 publication Critical patent/JPH0312887Y2/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7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8図、第9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. 7, 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 reinforcing bars 8 are inserted into the insertion holes 10 of the concrete floor panel 6, and the mortar 12 is filled so as to bury the joint reinforcing bars 8 in the side joint grooves 11 between the sides of the concrete floor panel 6 formed by the notches 7. End joint groove 1 between end faces of adjacent concrete floor panels 6 via 3
3 is also filled with mortar 12. In addition, at the wall where there is a large beam 2 perpendicular to the small beam 3, as shown in Figures 8 and 9, a spacer 14 is placed on the large beam 3 (because the height of the top surface of the large beam 2 is lower than that of the small beam 3). The side part of the concrete floor panel 6 (with a spacer 14 interposed in order to absorb this level difference) is placed, and the mounting plate 9 is erected on the spacer 14.
The joint reinforcing bars 8 inserted through the insertion holes 10 of the mounting plate 9 are positioned in the notches 7, and the notches 7 and between the outer wall panel 4 and the side surface of the concrete floor panel 6 on the girder 2 are filled with mortar 12. . However, in such a conventional example, the concrete floor panel 6 on the large beam 2 near the wall perpendicular to the small beam 3
It has the disadvantage that a large amount of mortar 12 is required to fix the side part of the structure, and the construction is time-consuming.

[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
ート床パネルの端部を固定金具とボルト・ナツト
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 above points, and the purpose of the invention is to easily fix the end of a concrete floor panel near a wall with fixing fittings and bolts and nuts. To provide a concrete floor panel mounting structure that does not require extra mortar and can be easily constructed.

[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、壁際に位置す
るコンクリート床パネル6の端部の下面側に固定
金具15を配置し、固定金具15の一端の係止部
16を小梁3の上フランジ3aの係止孔17に係
止し、コンクリート床パネル6の端部の上面から
コンクリート床パネル6を介して固定金具15ま
でボルト18aを挿通し、固定金具15の下面側
でボルト18aにナツト18bを螺合したもので
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、壁際に位
置するコンクリート床パネル6の端部の下面側に
固定金具15を配置し、固定金具15の一端の係
止部16を小梁3の上フランジ3aの係止孔17
に係止し、コンクリート床パネル6の端部の上面
からコンクリート床パネル6を介して固定金具1
5までボルト18aを挿通し、固定金具15の下
面側にボルト18aにナツト18bを螺合したこ
とにより、固定金具15とボルト・ナツト18
a,18bにて壁際のコンクリート床パネル6の
小梁3に固定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. is filled with mortar 12, a fixing fitting 15 is arranged on the lower surface side of the end of the concrete floor panel 6 located near the wall, and the locking part 16 at one end of the fixing fitting 15 is connected to the upper flange 3a of the small beam 3. Lock in the locking hole 17, insert the bolt 18a from the upper surface of the end of the concrete floor panel 6 through the concrete floor panel 6 to the fixing fitting 15, and screw the nut 18b onto the bolt 18a on the lower surface side of the fixing fitting 15. By configuring as described above, the drawbacks of the conventional example are solved. That is, the fixing fitting 15 is arranged on the lower surface side of the end of the concrete floor panel 6 located near the wall, and the locking part 16 at one end of the fixing fitting 15 is connected to the locking hole 17 of the upper flange 3a of the small beam 3.
The fixing fittings 1 are fixed to the upper surface of the end of the concrete floor panel 6 through the concrete floor panel 6.
By inserting the bolt 18a to the bottom of the fixture 15 and screwing the nut 18b onto the bolt 18a on the lower side of the fixture 15, the fixture 15 and the bolt/nut 18
It can be fixed to the small beams 3 of the concrete floor panel 6 near the wall at points a and 18b, 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 with reference to 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。先ず第1図
乃至第4図に示す実施例から説明する。固定金具
15は第4図に示すように平板状の板材15aの
長手方向の略中央に段部19を設け、板材15a
の一端に上方に突出する一対の係止部16を突設
し、他端部に挿通孔20を穿孔して形成されてい
る。ボルト・ナツト18a,18bと丸座金18
cは第4図のように構成されている。小梁3の壁
際の端部付近で上フランジ3aには上記係止部1
6が係止する係止孔17を穿孔してある。また壁
際に取り付けるコンクリート床パネル6は上記の
ように両側の側部に切り欠き7のあるものを兼用
してもよいが、本実施例の場合片側の側部にだけ
切り欠き7を設けたコンクリート床パネル6aを
用いており、切り欠き7のない側面を外壁パネル
4に当接してある。このコンクリート床パネル6
aの端部には上下に貫通する貫通孔21を穿設し
てあり、貫通孔21の上面側に座ぐり孔22を設
けてある。しかして壁際のコンクリート床パネル
6aを取り付けるにあたつては、第1図、第2図
及び第3図に示すようにコンクリート床パネル6
aの端部の下面側に固定金具15を配置して係止
部16を係止孔17に係止させ、挿通孔20を貫
通孔21を合致させ、ボルト18aに丸座金18
cを介して座ぐり孔22から貫通孔21及び挿通
孔20にボルト18aを挿通し、固定金具15の
下面側でボルト18aにナツト18bを螺合す
る。
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 along 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. First, the embodiment shown in FIGS. 1 to 4 will be explained. As shown in FIG. 4, the fixing fitting 15 is provided with a stepped portion 19 approximately in the longitudinal center of a flat plate material 15a.
A pair of locking portions 16 projecting upwardly are provided at one end, and an insertion hole 20 is bored at the other end. Bolt/nut 18a, 18b and round washer 18
c is constructed as shown in FIG. The above-mentioned locking part 1 is attached to the upper flange 3a near the end of the small beam 3 near the wall.
A locking hole 17 is bored into which the locking hole 6 locks. Furthermore, the concrete floor panel 6 that is attached to the wall may also have cutouts 7 on both sides as described above, but in this embodiment, the concrete floor panel 6 has cutouts 7 on only one side. A floor panel 6a is used, and the side surface without the notch 7 is in contact with the outer wall panel 4. This concrete floor panel 6
A through hole 21 is formed at the end of a, and a counterbore 22 is provided on the upper surface side of the through hole 21. Therefore, when installing the concrete floor panel 6a near the wall, the concrete floor panel 6a should be installed as shown in FIGS. 1, 2, and 3.
A fixing metal fitting 15 is arranged on the lower surface side of the end of a, the locking part 16 is locked in the locking hole 17, the insertion hole 20 is aligned with the through hole 21, and the round washer 18 is attached to the bolt 18a.
The bolt 18a is inserted through the counterbore 22 into the through hole 21 and the insertion hole 20 through the counterbore 22, and the nut 18b is screwed onto the bolt 18a on the lower surface side of the fixture 15.

また第5図及び第6図は他の実施例を示す。本
実施例の場合固定金具15が板材15aの一端よ
り下方にL字状の嵌合脚15bを連出して形成さ
れ、小梁3の上フランジ3a、ウエツブ3b及び
下フランジ3cに沿わせて嵌合脚15bを嵌合で
きるようになつている。この場合嵌合脚15bの
小梁3への嵌合にて固定金具15を小梁3に仮固
定できて取り付けの作業性がよくなる。
Further, FIGS. 5 and 6 show other embodiments. In this embodiment, the fixture 15 is formed by extending an L-shaped fitting leg 15b downward from one end of the plate material 15a, and the fitting leg 15b extends along the upper flange 3a, web 3b, and lower flange 3c of the small beam 3. 15b can be fitted. In this case, the fixture 15 can be temporarily fixed to the small beam 3 by fitting the fitting leg 15b to the small beam 3, improving the workability of the installation.

[考案の効果] 本考案は叙述のように壁際に位置するコンクリ
ート床パネルの端部の下面側に固定金具を配置
し、固定金具の一端の係止部を小梁の上フランジ
の係止孔に係止し、コンクリート床パネルの端部
の上面からコンクリート床パネルを介して固定金
具までボルトを挿通し、固定金具の下面側でボル
トにナツトを螺合しているので、固定金具とボル
ト・ナツトにて壁際のコンクリート床パネルを小
梁に固定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 places a fixing bracket on the lower side of the end of the concrete floor panel located near the wall, and connects the locking part of one end of the fixing bracket to the locking hole of the upper flange of the small beam. The bolt is inserted from the upper surface of the end of the concrete floor panel to the fixing bracket through the concrete floor panel, and the nut is screwed onto the bolt on the bottom side of the fixing bracket, so that the fixing bracket and bolt The concrete floor panel near the wall can be fixed to the small beam with nuts, and waste of mortar can be eliminated without requiring extra mortar as in the conventional method, 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図は同上のコンクリート床パネルを想像線で示
す平面図、第3図は同上の断面図、第4図は同上
の固定金具とボルト・ナツトと丸座金を示す斜視
図、第5図は同上の他の実施例の断面図、第6図
は同上の固定金具とボルト・ナツトを示す斜視
図、第7図は従来例の一部切欠平面図、第8図は
従来例の断面図、第9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、1
5は固定金具、16は係止部、17は係止孔、1
8aはボルト、18bはナツトである。
Figure 1 is a perspective view of the main parts of an embodiment of the present invention, Figure 2 is a plan view showing the same concrete floor panel with imaginary lines, Figure 3 is a sectional view of the same, and Figure 4 is the fixing of the same as above. A perspective view showing a metal fitting, a bolt/nut, and a round washer, FIG. 5 is a sectional view of another embodiment of the same as above, FIG. 6 is a perspective view of a fixing metal fitting, a bolt, and a nut as above, and FIG. 7 is a conventional example. 8 is a cross-sectional view of the conventional example, and FIG. 9 is a partially cutaway perspective view of the conventional example, in which 2 is a main beam, 3 is a small beam, 6 is a concrete floor panel, and 7 is a Notch, 8 is joint reinforcement, 9
1 is a mounting plate, 10 is an insertion hole, 11 is a side groove, 12 is mortar, 13 is an end groove, 1
5 is a fixing metal fitting, 16 is a locking part, 17 is a locking hole, 1
8a is a bolt, and 18b is a nut.

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、壁際に位置するコンクリート床パネルの端部
の下面側に固定金具を配置し、固定金具の一端の
係止部を小梁の上フランジの係止孔に係止し、コ
ンクリート床パネルの端部の上面からコンクリー
ト床パネルを介して固定金具までボルトを挿通
し、固定金具の下面側でボルトにナツトを螺合し
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 the end joint groove between the end faces of the concrete floor panel is filled with mortar, a fixing bracket is placed on the lower surface side of the end of the concrete floor panel located near the wall, and one end of the fixing bracket is installed. Lock the locking part of the frame into the locking hole of the upper flange of the small beam, insert the bolt from the top of the end of the concrete floor panel through the concrete floor panel to the fixing bracket, and insert the bolt into the bolt on the bottom side of the fixing bracket. A concrete floor panel installation structure consisting of screwed together nuts.
JP5931486U 1986-04-18 1986-04-18 Expired JPH0312887Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5931486U JPH0312887Y2 (en) 1986-04-18 1986-04-18

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5931486U JPH0312887Y2 (en) 1986-04-18 1986-04-18

Publications (2)

Publication Number Publication Date
JPS62175114U JPS62175114U (en) 1987-11-07
JPH0312887Y2 true JPH0312887Y2 (en) 1991-03-26

Family

ID=30890690

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5931486U Expired JPH0312887Y2 (en) 1986-04-18 1986-04-18

Country Status (1)

Country Link
JP (1) JPH0312887Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5282721B2 (en) * 2009-11-27 2013-09-04 新日鐵住金株式会社 Rigid floor structure and method

Also Published As

Publication number Publication date
JPS62175114U (en) 1987-11-07

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