JPH01226961A - Hollow slab - Google Patents
Hollow slabInfo
- Publication number
- JPH01226961A JPH01226961A JP5115488A JP5115488A JPH01226961A JP H01226961 A JPH01226961 A JP H01226961A JP 5115488 A JP5115488 A JP 5115488A JP 5115488 A JP5115488 A JP 5115488A JP H01226961 A JPH01226961 A JP H01226961A
- Authority
- JP
- Japan
- Prior art keywords
- hollow
- slab
- hollow slab
- prestressed concrete
- members
- 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.)
- Pending
Links
- 239000007787 solid Substances 0.000 claims abstract description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 230000002787 reinforcement Effects 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 4
- 238000010276 construction Methods 0.000 abstract description 3
- 239000011513 prestressed concrete Substances 0.000 abstract 4
- 238000009415 formwork Methods 0.000 description 9
- 238000004378 air conditioning Methods 0.000 description 5
- 238000009429 electrical wiring Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000006260 foam Substances 0.000 description 2
- 239000011796 hollow space material Substances 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 239000004744 fabric Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Landscapes
- Panels For Use In Building Construction (AREA)
Abstract
Description
【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、中空スラブに関するものである。[Detailed description of the invention] [Industrial application field] This invention relates to hollow slabs.
〔従来技術およびこの発明が解決すべき課題〕従来の中
空スラブとしては、第8図に示したものが一般に知られ
ている。これは、中空部1で重量を減少させ、床厚Hを
大きくすることを可能としたものである。そのため中間
梁等を設ける必要がなく強固な大スパンスラブとするこ
とができる。[Prior Art and Problems to be Solved by the Invention] As a conventional hollow slab, the one shown in FIG. 8 is generally known. This makes it possible to reduce the weight in the hollow part 1 and increase the floor thickness H. Therefore, there is no need to provide intermediate beams, etc., and a strong, large-span slab can be obtained.
一方、第9図に示すような一般的なスラブでは、空調用
ダクト2および照明等の電気配線3等の天井内設備をス
ラブ下方へ別に取付けていることと、梁が存在すること
とから、天井内空間を大きくする必要があった。そのた
め階高の大きい建物となり、建物全体の構築費が高額と
なっていた。On the other hand, in a typical slab as shown in Fig. 9, in-ceiling equipment such as air conditioning ducts 2 and electrical wiring 3 for lighting etc. are installed separately below the slab, and there are beams. It was necessary to enlarge the space within the ceiling. As a result, the building had a large floor height, and the construction cost of the entire building was high.
この階高が太き(なることは、前述した従来の中空スラ
ブでも、床厚を大きくして強固にすることから同様であ
った。This floor height is thicker (this is also the case with the conventional hollow slabs mentioned above because the floor thickness is increased to make it stronger).
この発明は前述した事情に鑑み創案されたもので、その
目的は床厚をより厚くすることなく、天井設備を中空部
内へ収納させることができ、階高を少なくさせることの
できる強固な中空スラブを提供することにある。This invention was devised in view of the above-mentioned circumstances, and its purpose is to create a strong hollow slab that allows ceiling equipment to be housed in the hollow space without increasing the floor thickness, thereby reducing the floor height. Our goal is to provide the following.
この発明によれば所定間隔で設けられている各中空部の
間の中実部にアンボンドPC鋼線を配設する。そしてコ
ンクリート打設後に、アンボンドPC鋼線でプレストレ
スを与えて強固にするものである。According to this invention, unbonded PC steel wires are disposed in the solid portions between the hollow portions provided at predetermined intervals. After concrete is poured, it is strengthened by applying prestress using unbonded PC steel wire.
以下この発明を図示する実施例によって説明する。 The present invention will be explained below with reference to illustrated embodiments.
第1図は第一実施例を示すものであり、この場合の中空
スラブ4は、下端面にPCvi5が複数段けられ、この
各PC板5の上面に長方形の中空部6が所定間隔で複数
形成できるようにコンクリート7を打設したものである
。なお各中空部6の間の中実部8には、アンボンドPC
鋼線9が配設されている。FIG. 1 shows a first embodiment, in which a hollow slab 4 has a plurality of PCvi 5 on its lower end surface, and a plurality of rectangular hollow portions 6 at predetermined intervals on the upper surface of each PC board 5. Concrete 7 is placed so that it can be formed. In addition, in the solid part 8 between each hollow part 6, there is an unbonded PC.
A steel wire 9 is provided.
そしてこの中空スラブ4を製作するに際しては、まず予
め工場で中空部形成用の型枠10をセットしたPCC5
0、スラブの施工現場に搬入して敷きならべる。(第2
図参照)
次に各型枠10の間にアンボンドPC鋼線9を、PCC
板上上固定した支持金具11により懸垂状にセットする
と共に、各PCC板間同士接続するジヨイント筋12お
よびスラブの上端筋13等を配筋する。(第3図参照)
そしてその後、コンクリートの打設を行って、型枠を兼
ねるPCC50一体化した中空スラブ4が完成する。(
第1図参照)
なお第4図および第5図は、空調用ダクト14および照
明等の電気配線15などの天井的設備を中空スラブ4の
中空部6内へ収納した態様を示したものである。ここで
16は発泡体であり、空調用ダクト14および電気配線
15用の中空部6以外の中空部6を形成する型枠とした
ものである。When manufacturing this hollow slab 4, first, a PCC 5 with a formwork 10 for forming the hollow part set in advance at the factory.
0. Deliver the slab to the construction site and lay it out. (Second
(See figure) Next, unbond PC steel wire 9 is inserted between each formwork 10, and PCC
The PCC plates are set in a suspended manner by means of supporting metal fittings 11 fixed on the plate, and joint reinforcements 12 connecting each PCC plate to another, upper end reinforcements 13 of the slab, etc. are arranged. (See Figure 3) After that, concrete is poured to complete the hollow slab 4 integrated with the PCC 50 which also serves as a formwork. (
(See Figure 1) Figures 4 and 5 show an embodiment in which ceiling equipment such as an air conditioning duct 14 and electrical wiring 15 for lighting etc. are housed in the hollow part 6 of the hollow slab 4. . Here, 16 is a foam, which serves as a formwork for forming hollow parts 6 other than the hollow parts 6 for air conditioning duct 14 and electric wiring 15.
このようにすると天井板17をスラブの直下に取付ける
ことができる。In this way, the ceiling plate 17 can be attached directly below the slab.
また第6図および第7図は、中空部6を別態様の型枠1
8で形成した中空スラブ4を示したものである。In addition, FIGS. 6 and 7 show the hollow portion 6 in a formwork 1 of a different form.
8 shows the hollow slab 4 formed in step 8.
この場合の型枠18は、エアーチューブ19を複数本ま
とめ、エアーを注入して、布等により下端が同列状のよ
うな型枠下部にコンクリートがまわり込みやすい形に型
造ったものである。The formwork 18 in this case is made by putting together a plurality of air tubes 19, injecting air, and molding them with cloth or the like so that the concrete can easily wrap around the lower part of the formwork, such that the lower ends are aligned.
そしてコンクリートを1回で打設して、中空スラブ6の
製作を行う。Then, concrete is poured in one step to manufacture the hollow slab 6.
(発明の効果)
この発明は、以上のような構成からなり、次に述べる効
果を有する。(Effects of the Invention) The present invention has the above configuration and has the following effects.
所定間隔で設けられている各中空部の間の中実部にアン
ボンドPC鋼線を配設して中空スラブを形成したことに
より、PC鋼線で補強され強度が増すので床厚を薄くす
ることができる。By arranging unbonded PC steel wires in the solid parts between the hollow parts provided at predetermined intervals to form a hollow slab, the floor thickness can be reduced because it is reinforced with the PC steel wires and its strength is increased. Can be done.
またPC鋼線での補強効果から、天井的設備を全て中空
部内へ収納できるようになり、天井板を中空スラブの直
下に取付けることができる。Furthermore, due to the reinforcing effect of the PC steel wire, all ceiling equipment can be housed within the hollow space, and the ceiling board can be installed directly below the hollow slab.
そしてこれらのことから建物における各中空スラブの階
高を減少させることができて、建物全体のコストダウン
が図れる。As a result, the floor height of each hollow slab in the building can be reduced, and the cost of the entire building can be reduced.
さらにPCM線での補強効果により、柱のない大スパン
のスラブを設けることが可能となる。Furthermore, the reinforcement effect of PCM wires makes it possible to provide large span slabs without columns.
第1図はこの発明の中空スラブを示す部分断面図、第2
図および第3図は製作工程を示す部分断面図、第4図は
中空スラブの中空部に天井的設備を収納した状態を示す
部分断面図、第5図は第4図のA−A線断面図、第6図
および第7図は中空部が別態様である中空スラブを示す
部分断面図、第8図は従来の中空スラブを示す部分断面
図、第9図は一般的な建物の床スラブ近傍を示す部分断
面図である。
1・・・中空部、2・・・空調用ダクト、3・・・電気
配線、4・・・中空スラブ、5・・・PC板、6・・・
中空部、7・・・コンクリート、8・・・中実部、9・
・・アンボンドPC鋼線、10・・・型枠、11・・・
支持金具、12・・・ジヨイント筋、13・・・上端筋
、14・・・空調用ダクト、15・・・電気配線、16
・・・発泡体、17・・・天井板、18・・・型枠、1
9・・・エアーチューブ。Fig. 1 is a partial sectional view showing a hollow slab of the present invention;
Figures 3 and 3 are partial cross-sectional views showing the manufacturing process, Figure 4 is a partial cross-sectional view showing ceiling equipment stored in the hollow part of a hollow slab, and Figure 5 is a cross-sectional view taken along line A-A in Figure 4. Figures 6 and 7 are partial sectional views showing a hollow slab with a different hollow part, Figure 8 is a partial sectional view showing a conventional hollow slab, and Figure 9 is a floor slab of a general building. FIG. 3 is a partial cross-sectional view showing the vicinity. DESCRIPTION OF SYMBOLS 1...Hollow part, 2...Air conditioning duct, 3...Electric wiring, 4...Hollow slab, 5...PC board, 6...
Hollow part, 7... Concrete, 8... Solid part, 9.
...Unbonded PC steel wire, 10...Formwork, 11...
Supporting metal fittings, 12...Joint reinforcement, 13...Upper end reinforcement, 14...Air conditioning duct, 15...Electrical wiring, 16
... Foam, 17... Ceiling board, 18... Formwork, 1
9...Air tube.
Claims (1)
ボンドPC鋼線を配設してなることを特徴とする中空ス
ラブ。A hollow slab characterized in that unbonded PC steel wires are arranged in solid parts between hollow parts provided at predetermined intervals.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5115488A JPH01226961A (en) | 1988-03-04 | 1988-03-04 | Hollow slab |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5115488A JPH01226961A (en) | 1988-03-04 | 1988-03-04 | Hollow slab |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH01226961A true JPH01226961A (en) | 1989-09-11 |
Family
ID=12878905
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5115488A Pending JPH01226961A (en) | 1988-03-04 | 1988-03-04 | Hollow slab |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH01226961A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH05148931A (en) * | 1991-12-02 | 1993-06-15 | Kajima Corp | Floor plate |
JPH08302812A (en) * | 1995-05-08 | 1996-11-19 | Ohbayashi Corp | Construction method of reinforced concrete building |
JPH10220814A (en) * | 1997-02-10 | 1998-08-21 | Taisei Corp | Operation control method of driver heat storage air conditioning system |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5196124A (en) * | 1975-02-19 | 1976-08-23 | ||
JPS61216954A (en) * | 1985-03-22 | 1986-09-26 | 鹿島建設株式会社 | Construction of hollow slab |
-
1988
- 1988-03-04 JP JP5115488A patent/JPH01226961A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5196124A (en) * | 1975-02-19 | 1976-08-23 | ||
JPS61216954A (en) * | 1985-03-22 | 1986-09-26 | 鹿島建設株式会社 | Construction of hollow slab |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH05148931A (en) * | 1991-12-02 | 1993-06-15 | Kajima Corp | Floor plate |
JPH08302812A (en) * | 1995-05-08 | 1996-11-19 | Ohbayashi Corp | Construction method of reinforced concrete building |
JPH10220814A (en) * | 1997-02-10 | 1998-08-21 | Taisei Corp | Operation control method of driver heat storage air conditioning system |
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