JPH03103557A - Floor slab and floor construction therewith - Google Patents
Floor slab and floor construction therewithInfo
- Publication number
- JPH03103557A JPH03103557A JP24149089A JP24149089A JPH03103557A JP H03103557 A JPH03103557 A JP H03103557A JP 24149089 A JP24149089 A JP 24149089A JP 24149089 A JP24149089 A JP 24149089A JP H03103557 A JPH03103557 A JP H03103557A
- Authority
- JP
- Japan
- Prior art keywords
- floor slab
- floor
- building
- slab
- columns
- 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
- 238000010276 construction Methods 0.000 title abstract description 12
- 238000000034 method Methods 0.000 claims abstract description 10
- 239000011178 precast concrete Substances 0.000 abstract description 2
- 238000009408 flooring Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
【発明の詳細な説明】
「産業上の利用分野」
本発明は、建物を構築する際に用いて好適な床版とこれ
を用いた床部の施工方法に関する。DETAILED DESCRIPTION OF THE INVENTION "Field of Industrial Application" The present invention relates to a floor slab suitable for use in constructing a building and a method of constructing a floor using the same.
「従来の技術」
従来、建物を構築するときの一例としてSRC(鉄骨鉄
筋コンクリート)構造物を構築する際、その躯体構造に
おける柱lと梁2、および床版3との接合郎は、第4図
に示すごとき構造であった。"Conventional technology" Conventionally, when constructing an SRC (steel reinforced concrete) structure as an example of building, the joints between columns 1, beams 2, and floor slabs 3 in the frame structure are as shown in Fig. 4. The structure was as shown in .
ここで、床版3の形状は、外観矩形状に形成されている
。Here, the shape of the floor slab 3 is formed to have a rectangular appearance.
そして、この床版3は、梁2によって区画される空間よ
りも大きくなるように形戊されている。The floor slab 3 is shaped to be larger than the space defined by the beams 2.
そして、柱11梁2等の躯体を構築した後に、揚重機等
の吊り上げ機構によって床版3を吊り上げて梁の上に載
置させ、しかる後、場所打ちコンクリートを打設して固
定する。After constructing the frame including the columns 11, beams 2, etc., the floor slab 3 is lifted up by a lifting mechanism such as a lifting machine and placed on the beam, and then cast-in-place concrete is poured and fixed.
「発明が解決しようとする課題」
しかしながら、前記従来の床版によると、梁間に載置さ
れて、その状態で固定されるため、多数の床版を必要と
し、これら床版をいちいち揚重機等の揚重手段によって
揚重しなければならず、作業工程が多くなっていた。``Problems to be Solved by the Invention'' However, according to the conventional floor slabs mentioned above, they are placed between the beams and fixed in that state, so a large number of floor slabs are required, and these floor slabs are moved one by one by a lifting machine or the like. It had to be lifted using a different lifting means, which required many work steps.
そこで、本発明は、建物の床部の施工工期短縮を図るこ
とのできる床版およびこれを用いた床部の施工方法を提
供することを目的としている。SUMMARY OF THE INVENTION Therefore, an object of the present invention is to provide a floor slab that can shorten the construction period for building floors, and a floor construction method using the same.
「課題を解決するための手段」
本発明の床版は、建物の柱に挿通されて床郎を構成する
板状のものであって、この床版は、長手方向または幅方
向のうち少なくとも一方の長さが柱のIスパン以上の長
さに形成されるとともに、前記柱が挿通される貫通孔ま
たは切欠が床版をその厚さ方向に貫通する形態で設けら
れていることを特徴としている。"Means for Solving the Problems" The floor slab of the present invention is a plate-shaped thing that is inserted into the pillars of a building to constitute a floor, and the floor slab has a shape that is inserted into the pillars of a building to form a floor. is formed to have a length equal to or longer than the I span of the column, and a through hole or notch through which the column is inserted is provided so as to penetrate the floor slab in the thickness direction thereof. .
また、本発明の床版を用いた床部の施工方法は、建物を
構成する柱を構築し、揚重手段によって前記柱の上方へ
前記床版を揚重し、柱の上端を床版のそれぞれの貫通孔
または切欠に臨ませた状態で床版を下方へ降ろし、床版
の貫通孔または切欠に柱を挿通し、建物の階高に合わせ
て柱の側面に形成されたブラケット上に床版を配置し、
床版の表面が地面に対して略水平となるように設けるこ
とを特徴としている。In addition, the method for constructing a floor using the floor slab of the present invention is to construct pillars constituting a building, lift the floor slab above the pillar using a lifting means, and place the upper end of the pillar on the floor slab. Lower the floor slab downwards while facing each through hole or notch, insert the column into the through hole or notch in the floor slab, and place the floor on the bracket formed on the side of the column to match the floor height of the building. Place the plate,
The floor slab is characterized by being installed so that its surface is approximately horizontal to the ground.
「実施例」
以下、本発明の床版およびこれを用いた床郎の施工方法
について、図面を参照して説明する。"Example" Hereinafter, the floor slab of the present invention and the method of constructing a floor slab using the same will be described with reference to the drawings.
第1図は、本発明の床版の一実施例を示す図である。FIG. 1 is a diagram showing an embodiment of the floor slab of the present invention.
本実施例の床版5は、建物の柱lに挿通されて床郎を構
成する板状のものであって、この床版5は、長手方向ま
たは幅方向のうち少なくとも一方の長さが柱lの1スパ
ン以上の長さに形成されるとともに、前記柱lが挿通さ
れる貫通孔5aおよび切欠5bが床版をその厚さ方向に
貫通する形態で設けられて構成されている。The floor slab 5 of this embodiment is a plate-shaped thing that is inserted into a pillar l of a building to form a floor. The through hole 5a through which the pillar l is inserted and the notch 5b are formed so as to penetrate through the floor slab in the thickness direction thereof.
床版5は、プレキャストコンクリート板を主体として構
成されたフラットスラブ状の板状部材であって、建物の
外観に合わせて略矩形状に形戒されている。The floor slab 5 is a flat slab-like plate member mainly composed of a precast concrete plate, and is shaped into a substantially rectangular shape to match the exterior of the building.
この床版5の4つのコーナ一部付近には、柱を挿通する
ための貫通孔5aまたは切欠5bが形成されている。こ
れら貫通孔5aおよび切欠5bは、前記柱lの断面形状
に一致する形状に設定されている。Near some of the four corners of this floor slab 5, through holes 5a or notches 5b are formed for inserting columns. These through holes 5a and notches 5b are set to have a shape that matches the cross-sectional shape of the pillar l.
注1は、前記床版5の貫通孔5aおよび切欠5bに挿通
される棒状部材である。さらに、柱lの所定高さの側面
には、床版5を受けるための受け部としてのブラケット
!aが形成されている。このブラケットlaは、第3図
に示すように、柱lの上端付近に設けられたものであっ
て、断面形状略くさび形に形戊されており、その先端部
を下方に向けた状態に設定されている。Note 1 is a rod-shaped member inserted into the through hole 5a and notch 5b of the floor slab 5. Further, on the side surface of the pillar l at a predetermined height, there is a bracket as a receiving part for receiving the floor slab 5! a is formed. As shown in Fig. 3, this bracket la is installed near the upper end of the column l, and has a generally wedge-shaped cross section, with its tip facing downward. has been done.
次に、本実施例の床版5を使用した建物の床郎の施工方
法について説明する。Next, a method of constructing a floor slab for a building using the floor slab 5 of this embodiment will be described.
まず、建物を構築すべき地盤の箇所に柱Iを含む基礎部
(図示略)を構築する。First, a foundation (not shown) including the pillar I is constructed at a location on the ground where the building is to be constructed.
次に、揚重機等の揚重手段(図示略)によって前記往l
の上方へ床版5を揚重し、柱!、・・・の上端を床版5
のそれぞれの貫通孔5aおよび切欠5bに臨ませた状態
で床版5を下方へ降ろす。Next, the above-mentioned lift is carried out by lifting means (not shown) such as a lifting machine.
Lift the floor slab 5 above the pillar! , ... the upper end of the floor slab 5
The floor slab 5 is lowered downward while facing each through hole 5a and notch 5b.
そして、床版5の貫通孔5a,・・・に柱!、・・・を
挿通ずるとともに柱lを切欠5bにはめあい状態として
、建物の階高に合わせて柱の側面に形威されたブラケッ
トla上に床版5を配置し、床版5の表面が地面に対し
て略水平となるように設けろ。And, there are pillars in the through holes 5a,... of the floor slab 5! , ... and fit the column l into the notch 5b, and place the floor slab 5 on the bracket la shaped on the side of the column according to the floor height of the building, so that the surface of the floor slab 5 is Install it so that it is approximately horizontal to the ground.
この後、前記柱1の上にさらに柱1を継ぎ足して上階部
の往部を構築するとともに、この柱lに前記工程と同様
にして床部を施工する。After this, another column 1 is added on top of the column 1 to construct the upper part of the upper floor, and a floor section is constructed on this column 1 in the same manner as in the above process.
このような工程を繰り返すことによって、建物の床部を
施工していき、この後に壁面等を設けることによって建
物構築の作業を完了する。By repeating these steps, the floor of the building is constructed, and then walls and the like are installed to complete the building construction work.
本実施例の床版5およびこれを用いた床部の施工方法に
よれば以下のような優れた効果を奏することができる。According to the floor slab 5 of this embodiment and the floor construction method using the same, the following excellent effects can be achieved.
比較的広い範囲に亙る床部の施工を短期に施工できるの
で、建物の床郎を施工する作業工程を簡略化することが
でき、施工工期の短縮および作業コストの削減を図るこ
とができる。Since flooring over a relatively wide area can be constructed in a short period of time, the work process for constructing the flooring of a building can be simplified, making it possible to shorten the construction period and reduce work costs.
建物を構築すべき地盤に予め既設柱を構築しておき、こ
の既設往を建て込みの目標として床版5を組み込んでい
くことによって容易に建物の床郎を施工することができ
る。Existing pillars are constructed in advance on the ground where the building is to be constructed, and the floor slab 5 is built in using the existing pillars as the target for erection, thereby making it possible to easily construct the floor of the building.
また、床版の大きさが柱の1スパンより長くなるように
設定されているため、一度の揚重によって広範囲に亙る
床部の施工を行うことができる。Furthermore, since the size of the floor slab is set to be longer than one span of the columns, it is possible to construct the floor over a wide range with one lift.
また、床版5の下面に予め配管等の設備を設けた構成と
すれば、配管工事等にかかる工期を短縮することができ
る。Further, if the structure is such that equipment such as piping is provided in advance on the lower surface of the floor slab 5, the construction period required for piping work etc. can be shortened.
柱lに設けられたブラケット1aが、柱1の上端部付近
に配置されているので、これに床版5を挿通したときに
柱lの側面がせりあがることがなく、容易に挿通するこ
とができる。Since the bracket 1a provided on the column 1 is placed near the upper end of the column 1, when the floor slab 5 is inserted through it, the side surface of the column 1 does not rise up, making it easy to insert the bracket 1a. can.
なお、本発明の床版は、その細部において前記実施例の
もののみに限られるものではなく、他の変形例も可能で
ある。Note that the floor slab of the present invention is not limited to the details of the above-mentioned embodiments, and other modifications are also possible.
たとえば、床版に設ける貫通孔および切欠の設定位置、
個数は必要に応じて適宜決定されるものとしてよい。For example, the setting positions of through holes and notches in the floor slab,
The number may be determined as necessary.
また、建物の断面形状が略円形をなすものであっても適
用することができる。この場合、床版の形状は、外観略
円形をなすとともに、柱はこの床版の外周付近に沿って
ほぼ連続的に配置させることによって前記実施例と同様
の効果を奏することができる。Further, the present invention can be applied even if the cross-sectional shape of the building is approximately circular. In this case, the shape of the floor slab is approximately circular in appearance, and the pillars are arranged almost continuously along the outer periphery of the floor slab, thereby achieving the same effect as in the embodiment described above.
さらに、フラットスラブにも適用することが可能である
。Furthermore, it can also be applied to flat slabs.
「発明の効果」
本発明の床版は、建物の柱に挿通されて床部を構成する
板状のものであって、この床版は、長手方向または幅方
向のうち少なくとも一方の長さが柱の1スパン以上の長
さに形成されるとともに、前記柱が挿通される貫通孔ま
たは切欠が床版をその厚さ方向に貫通する形態で設けら
れている構成としたので、建物を構築すべき地盤に予め
既設住を構築しておき、この既設柱を建て込みの目標と
して床版を組み込んでいくことによって容易に建物の床
郎を施工することができる。また、床版の大きさが柱の
1スパンより長くなるように設定されているため、より
一度の揚重によって広範囲に亙る床部の施工を行うこと
ができる。"Effects of the Invention" The floor slab of the present invention is a plate-shaped thing that is inserted into the pillars of a building to constitute a floor part, and the floor slab has a length in at least one of the longitudinal direction and the width direction. The pillars are formed to have a length of at least one span, and the through-holes or notches through which the pillars are inserted penetrate through the floor slab in the thickness direction, making it easy to construct a building. By constructing an existing house in advance on the desired ground, and incorporating the floor slab using the existing pillars as the target of erection, it is possible to easily construct the floor of the building. Furthermore, since the size of the floor slab is set to be longer than one span of the columns, it is possible to construct the floor over a wider area with a single lift.
また、本発明.の床版を用いた床部の施工方法は、建物
を構成する柱を構築し、揚重手段によって前記往の上方
へ前記床版を揚重し、柱の上端を床版のそれぞれの貫通
孔または切欠に臨ませた状態で床版を下方へ降ろし、床
版の貫通孔または切欠に柱を挿通し、建物の階高に合わ
せて柱の側面に形成されたブラケット上に床版を配置し
、床版の表面が地面に対して略水平となるように設ける
こととしたので、比較的広い範囲に亙る床部の施工を短
期に施工できるので、建物の床部を施工する作業工程を
簡略化することができ、施工工期の短縮および作業コス
トの削減を図ることができる。Moreover, the present invention. The method for constructing a floor using floor slabs is to construct the pillars that make up the building, lift the floor slab upwards using a lifting means, and insert the upper end of the pillar into each through-hole of the floor slab. Alternatively, lower the floor slab downwards while facing the notch, insert the column into the through hole or notch in the floor slab, and place the floor slab on the bracket formed on the side of the column to match the floor height of the building. Since we decided to install the floor slab so that its surface is approximately horizontal to the ground, we can construct the floor over a relatively wide area in a short period of time, which simplifies the work process for constructing the floor of the building. It is possible to shorten the construction period and reduce work costs.
また、床版の設置を早くすることができるので、作業工
期の短縮化を図ることができる。Furthermore, since the floor slab can be installed quickly, the construction period can be shortened.
第l図ないし第3図は本発明の床版の一実施例を示す図
であって、第1図は床版全体の斜視図、第2図は床版に
柱を挿通した状態を示す状態図、第3図は床版と柱との
接合部の側断而図、第4図は一従来を説明するための斜
視図である。
I ・・・・・・柱、
1a・・・ ・・・ ブラケット、
3、5 ・・・・・・床版、
5a・・・・・・貫通孔、
5b・・・・・・切欠。Figures 1 to 3 are views showing one embodiment of the floor slab of the present invention, in which Figure 1 is a perspective view of the entire floor slab, and Figure 2 is a state in which pillars are inserted into the floor slab. Figures 3 and 3 are side cross-sectional views of the joint between the floor slab and the columns, and Figure 4 is a perspective view for explaining a conventional method. I: Pillar, 1a: Bracket, 3, 5: Floor slab, 5a: Through hole, 5b: Notch.
Claims (2)
であって、この床版は、長手方向または幅方向のうち少
なくとも一方の長さが柱の1スパン以上の長さに形成さ
れるとともに、前記柱が挿通される貫通孔または切欠が
床版をその厚さ方向に貫通する形態で設けられているこ
とを特徴とする床版。(1) A plate-shaped floor slab that is inserted through the pillars of a building to form the floor, and the length of this floor slab in at least one of the longitudinal direction or the width direction is longer than one span of the pillar. What is claimed is: 1. A floor slab, characterized in that the through hole or notch through which the pillar is inserted is provided so as to pass through the floor slab in the thickness direction thereof.
たり、建物を構成する柱を構築し、揚重手段によって前
記柱の上方へ前記床版を揚重し、柱の上端を床版のそれ
ぞれの貫通孔または切欠に臨ませた状態で床版を下方へ
降ろし、床版の貫通孔または切欠に柱を挿通し、建物の
階高に合わせて柱の側面に形成されたブラケット上に床
版を配置し、床版の表面が地面に対して略水平となるよ
うに設けることを特徴とする床部の施工方法。(2) When constructing a building using the floor slab according to claim 1, the pillars constituting the building are constructed, the floor slab is lifted above the pillar by a lifting means, and the upper end of the pillar is placed on the floor. Lower the floor slab facing each through-hole or notch in the slab, insert the column into the through-hole or notch in the slab, and place it on the bracket formed on the side of the column to match the floor height of the building. A method of constructing a floor section, characterized by placing a floor slab on the ground so that the surface of the floor slab is approximately horizontal to the ground.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP24149089A JPH03103557A (en) | 1989-09-18 | 1989-09-18 | Floor slab and floor construction therewith |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP24149089A JPH03103557A (en) | 1989-09-18 | 1989-09-18 | Floor slab and floor construction therewith |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH03103557A true JPH03103557A (en) | 1991-04-30 |
Family
ID=17075097
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP24149089A Pending JPH03103557A (en) | 1989-09-18 | 1989-09-18 | Floor slab and floor construction therewith |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH03103557A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006291617A (en) * | 2005-04-13 | 2006-10-26 | Nippon Steel Corp | Construction method for structure by use of precast concrete member |
CN110872868A (en) * | 2019-11-08 | 2020-03-10 | 浙江中清大建筑产业化有限公司 | Enhanced anchor-pulling type plate column node connecting device |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5055117A (en) * | 1973-08-31 | 1975-05-15 | ||
JPS5444313A (en) * | 1977-08-23 | 1979-04-07 | Longinotti Enrico | Structure of supporting load |
-
1989
- 1989-09-18 JP JP24149089A patent/JPH03103557A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5055117A (en) * | 1973-08-31 | 1975-05-15 | ||
JPS5444313A (en) * | 1977-08-23 | 1979-04-07 | Longinotti Enrico | Structure of supporting load |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006291617A (en) * | 2005-04-13 | 2006-10-26 | Nippon Steel Corp | Construction method for structure by use of precast concrete member |
JP4555724B2 (en) * | 2005-04-13 | 2010-10-06 | 新日本製鐵株式会社 | Construction method of structures using precast concrete members |
CN110872868A (en) * | 2019-11-08 | 2020-03-10 | 浙江中清大建筑产业化有限公司 | Enhanced anchor-pulling type plate column node connecting device |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US6223480B1 (en) | Pre-cast concrete panels for construction of a building | |
US5501057A (en) | Unit masonry fence and method for erecting | |
US4059939A (en) | Prefabricated building unit | |
US5491939A (en) | Prefabricated staircase unit | |
CA2208401C (en) | Building panels | |
US7219474B2 (en) | Load bearing building panel | |
WO1992009763A1 (en) | Building element | |
JPH03103557A (en) | Floor slab and floor construction therewith | |
JPH07102675A (en) | Floor beam construction method | |
AU2003269072B2 (en) | In-situ construction of concrete building | |
JPH07217020A (en) | Joining structure of precast wall type reinforced concrete wall | |
AU2002234421B2 (en) | A load bearing building panel | |
AU750020B3 (en) | A load bearing building panel | |
JPH08193373A (en) | Non-bearing wall construction pedestal and construction method of non-bearing wall using the pedestal | |
JPH03103549A (en) | Building construction method | |
JP2990216B2 (en) | Construction method of reinforced concrete building | |
JPH03161657A (en) | Temporarily set support for erecting slab semi-pca plate | |
JP2586468Y2 (en) | Building foundation | |
JPH1181485A (en) | Artificial land and its construction method | |
JP2984626B2 (en) | PC pillar construction method and its PC pillar | |
JPH0194139A (en) | Construction of taper slab | |
JPH0797865A (en) | Assembly of beam steel reinforcement | |
JPH04128433A (en) | Construction method of foundation | |
JPS63251527A (en) | Construction of independent foundation and foundation block used therefor | |
JPS6138028A (en) | Construction of foundation |