JPS6268946A - Beam construction method - Google Patents
Beam construction methodInfo
- Publication number
- JPS6268946A JPS6268946A JP20896185A JP20896185A JPS6268946A JP S6268946 A JPS6268946 A JP S6268946A JP 20896185 A JP20896185 A JP 20896185A JP 20896185 A JP20896185 A JP 20896185A JP S6268946 A JPS6268946 A JP S6268946A
- Authority
- JP
- Japan
- Prior art keywords
- wall
- slab
- plate
- construction method
- wall slab
- 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.)
- Granted
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
（産業上の利用分野）
本発明はＳＲＣ造建物等における梁の構築工法に係るも
のである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a construction method for beams in SRC buildings, etc.
（従来の技術）
従来、ＳＲＣ造建物においては、窓が連窓になっている
場合、腰壁及び垂れ壁部がカーテンウオールとなってい
る。(Prior Art) Conventionally, in SRC buildings, when the windows are continuous windows, the waist walls and hanging walls serve as curtain walls.
（発明が解決しようとする問題点）
しかしながらこの場合、腰壁及び垂れ壁部が構造物躯体
と分離しているため、不経済な構造となる。(Problems to be Solved by the Invention) However, in this case, the waist wall and hanging wall portion are separated from the structure frame, resulting in an uneconomical structure.
（問題点を解決するための手段）
本発明はこのような問題点を解決するために提案された
もので、版体内側面に設けた凹部に、同版体に埋設され
た補強鉄筋の一部を突出せしめてなるＰＣ壁版を構造物
躯体の外側に配設し、同ＰＣ壁版を外部型枠として同壁
部の前記凹部と構造物躯体側に亘って梁コンクＩＪ −
トｔ−打設することを特徴とする梁構築工法に係るもの
である。(Means for Solving the Problems) The present invention was proposed in order to solve the above problems, and a part of the reinforcing reinforcing bars embedded in the plate body is placed in a recess provided on the side surface of the plate body. A PC wall slab made of a protruding PC wall is placed on the outside of the structure frame, and the PC wall slab is used as an external formwork to form a concrete beam IJ-
This relates to a beam construction method characterized by pouring.
（作用）
本発明においては前記したように、版体内側面に凹部を
設け、同凹部に版体に埋設された補強鉄筋の一部を突出
させたＰＣ壁版を使用し、同ＰＣ壁版を構造物躯体の外
側に配設してこれ全外部型枠として使用し、同ＰＣ壁版
の凹部と躯体側とに亘って梁コンクリートを後打ちし、
同後打ちコンフリートラ前記ＰＣ壁版に、同壁部の凹部
内に突出したＰＣｆｉ版の補強鉄筋を介して一体化させ
るものである。(Function) As described above, in the present invention, a recess is provided on the side surface of the plate, and a part of the reinforcing reinforcing bars embedded in the plate is protruded from the recess. It is placed on the outside of the structure frame and used as the entire external formwork, and beam concrete is later cast across the recessed part of the PC wall slab and the frame side.
The post-cast confetti roller is integrated with the PC wall slab through reinforcing steel bars of the PCfi slab that protrude into the recesses of the wall.
（発明の効果）
このように本発明によれば一部半製品のＰＣ壁版を外部
型枠として利用し、後打ちの梁コンクリートと一体化さ
せることによってＰＣ壁版と梁。(Effects of the Invention) As described above, according to the present invention, some semi-finished PC wall slabs are used as external formwork and are integrated with post-cast concrete beams, thereby forming the PC wall slabs and the beams.
を一体に形成し、腰壁及び垂れ壁部ｆＰＧ板としながら
も梁の一部を兼用させ、構造上合理的な建物を構築しう
るものである。It is possible to construct a structurally rational building by integrally forming the fPG plate in the waist wall and hanging wall part, and also using a part of the beam.
（実施例） 以下本発明を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.
（Ｎは一部半製品のＰＣｉ版で、版体（ＩＪの内側面に
凹部（２）が設けられ、版体（１）に埋設された組立ト
ラス筋（３）の一部が前記凹部（２）内に突出している
。(N is a partially semi-finished PCi plate, in which a recess (2) is provided on the inner surface of the plate (IJ), and a part of the assembly truss reinforcement (3) embedded in the plate (1) is inserted into the recess ( 2) Protrudes inward.
図中（４）は仕上材である。In the figure, (4) is the finishing material.
８４図は前記ＰＣ壁版（Ａｌの製造状態を示し、ｆａ）
は側型枠、（ｂ）は定盤である。Figure 84 shows the manufacturing state of the PC wall plate (Al, fa)
is the side formwork, and (b) is the surface plate.
前記のように構成された半製品のＰＣ壁版（ＩＪｔ−構
造物躯体の外側に配設し、同ＰＣ壁版（ＩＪの凹部（２
）と躯体側に配設された内側梁型枠（図示せず〕との間
に梁鉄筋（５）を配筋し、前記ＰＣ壁版（１）ヲ外側型
枠として前記内側梁型枠との間にコンク＋７−トを打設
して大梁（Ｂ） ｅ施工する。The semi-finished PC wall plate (IJt) constructed as described above is placed outside the structure frame, and the PC wall plate (IJ concave part (2
) and the inner beam formwork (not shown) arranged on the frame side, beam reinforcing bars (5) are arranged between the PC wall slab (1) and the inner beam formwork as the outer formwork. Concrete +7- is poured in between and the girder (B) e is constructed.
なお第１図はＳＲＣ大梁を、第２図はＲＣ大梁全施工す
る場合を示す。Note that Figure 1 shows the case where the SRC girders are installed, and Figure 2 shows the case where all the RC girders are constructed.
図中（６）は大梁回の鉄骨を示す。その他国中（Ｃ１は
床スラブである。(6) in the figure shows the steel frame of the girder. Other countries (C1 is a floor slab.
図示の実施例は前記したように構成されているので、前
記大梁（Ｂ）はＰＣ壁版（Ａ）にその凹部（２）に突出
された組立トラス筋（３）ヲ介して一体化されるもので
ある。Since the illustrated embodiment is configured as described above, the girder (B) is integrated with the PC wall slab (A) via the assembly truss bar (3) that protrudes into the recess (2). It is something.
このように前記実施例によれば、腰壁（Ｗｌ）及び垂れ
壁内）をＰＣ壁版（Ａ）によって構成しながらも、同Ｐ
Ｏ壁版（１−して梁部を兼用せしめることができ、構造
的に合理的な建物が構築されるものである。In this way, according to the embodiment, although the waist wall (Wl) and the inside of the hanging wall are constructed of the PC wall slab (A), the
O-wall slabs (1-) can also be used as beams, and a structurally rational building can be constructed.
第５図乃至第７図は前記ＰＣ壁版に大梁の他に柱が一体
に打設される場合を示し、ＰＣ壁版（Ａ）の版体（１）
に設けられた口高（２）に直交する凹Ｋ （２’）が設
けられ、口高（２つには組立トラス筋（３）の一部が、
口高（２）には組立トラス筋（３）の他の部分が突出さ
れ前記ＰＣ壁版（Ａｌの口高（２′）と内側柱型枠との
間にコンクＩＪ −トが打設され、口高（２′）に突出
した組立トラス筋（３）ヲ介してＰＣ壁版（Ａ）と一体
化されたＳＲＣまたはＲＣ造の柱（Ｄ）を施工する。（
第５図参照）
第６図に示す実施例においては、相隣るＰＣ壁版（Ａ）
（Ａ）の対向縁に設けた口高（２’） （２つと内側柱
型枠との間にコンクリ−）１−打設して、ＰＣ壁版（Ａ
）（Ａ）と一体化されたＳＲＣまたはＲＣ造の柱（Ｄ）
が施工されている。Figures 5 to 7 show the case where columns are integrally cast in addition to the girder on the PC wall slab, and the PC wall slab (A) plate (1)
A concave K (2') is provided perpendicular to the mouth height (2) provided at the mouth height (two of which have a part of the assembly truss bar (3),
The other part of the assembly truss bar (3) protrudes from the opening height (2), and a concrete IJ-t is cast between the opening height (2') of the PC wall slab (Al) and the inner column formwork. , Construct SRC or RC columns (D) integrated with the PC wall slab (A) via assembly truss bars (3) protruding from the mouth height (2').
(See Figure 5) In the embodiment shown in Figure 6, adjacent PC wall plates (A)
The height of the opening (2') provided on the opposite edge of (A) (concrete between the two and the inner column formwork) 1 - Pour the PC wall slab (A)
) SRC or RC columns integrated with (A) (D)
is being constructed.
図中（５つは柱鉄筋、（６′〕は柱鉄骨である。In the figure (5 is column reinforcement, (6') is column steel frame.
図中前記実施例と均等部分には同一符号が附されている
。In the figure, parts equivalent to those of the above embodiment are given the same reference numerals.
以上本発明全実施例について説明したが、本発明は勿論
このような実施例にだけ局限されるものではなく、本発
明の精神を逸脱しない範囲内で種々の設計の改変を施し
うるものである。Although all the embodiments of the present invention have been described above, the present invention is of course not limited to these embodiments, and can be modified in various ways without departing from the spirit of the invention. .
第１図及びｉ２図は夫々本発明に係る梁構築工法の各実
施例の実施状況を示す縦断面図、第３図はＰＣ壁版の斜
面図、第４図は同ＰＣ壁版の製造時の状態を示す縦断面
図、第５図及び第６図は夫々ＰＣ壁版に柱が接続される
場合の各実施例を示す横断平面図、第７図はＰＣ壁版の
斜面図である。
（３）・、、ｐｃ壁版、（Ｂ）・・−大梁、（１）・・
・版体、（２）・・・凹部、（３）・・・組立トラス筋Figures 1 and 2 are longitudinal cross-sectional views showing the implementation status of each embodiment of the beam construction method according to the present invention, Figure 3 is a slope view of a PC wall slab, and Figure 4 is a diagram of the manufacturing of the PC wall slab. 5 and 6 are cross-sectional plan views showing each embodiment in which columns are connected to the PC wall slab, and FIG. 7 is a slope view of the PC wall slab. (3)..., PC wall plate, (B)... - girder, (1)...
・Plate body, (2)...concavity, (3)...assembly truss bar
Claims (1)
筋の一部を突出せしめてなるＰＣ壁版を構造物躯体の外
側に配設し、同ＰＣ壁版を外部型枠として同壁部の前記
凹部と構造物躯体側に亘つて梁コンクリートを打設する
ことを特徴とする梁構築工法。A PC wall slab with a part of reinforcing reinforcing bars embedded in the slab protruding from a recess provided on the side surface of the slab is placed on the outside of the structure frame, and the PC wall slab is used as an external formwork. A beam construction method characterized by pouring beam concrete across the recessed portion of the wall and the structure frame side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20896185A JPS6268946A (en) | 1985-09-24 | 1985-09-24 | Beam construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20896185A JPS6268946A (en) | 1985-09-24 | 1985-09-24 | Beam construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6268946A true JPS6268946A (en) | 1987-03-30 |
| JPH0340176B2 JPH0340176B2 (en) | 1991-06-18 |
Family
ID=16565018
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP20896185A Granted JPS6268946A (en) | 1985-09-24 | 1985-09-24 | Beam construction method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6268946A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6394216U (en) * | 1986-12-11 | 1988-06-17 | ||
| JPH02120441A (en) * | 1988-10-28 | 1990-05-08 | Shimizu Corp | Precast concrete wall panel and constructing wall therewith |
| JPH0347351A (en) * | 1989-07-14 | 1991-02-28 | Shimizu Corp | Constructing wall of pc board |
| JP2007100461A (en) * | 2005-10-07 | 2007-04-19 | Kajima Corp | Method for constructing rc structure |
| JP2011162970A (en) * | 2010-02-08 | 2011-08-25 | Taisei Corp | Method for constructing wall |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59199933A (en) * | 1983-04-27 | 1984-11-13 | フジタ工業株式会社 | Construction of structure |
| JPS6014008U (en) * | 1983-07-09 | 1985-01-30 | 小西 敏夫 | concrete exterior wall |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6014008B2 (en) * | 1982-04-01 | 1985-04-11 | 工業技術院長 | Manufacturing method of ethylene glycol |
-
1985
- 1985-09-24 JP JP20896185A patent/JPS6268946A/en active Granted
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59199933A (en) * | 1983-04-27 | 1984-11-13 | フジタ工業株式会社 | Construction of structure |
| JPS6014008U (en) * | 1983-07-09 | 1985-01-30 | 小西 敏夫 | concrete exterior wall |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6394216U (en) * | 1986-12-11 | 1988-06-17 | ||
| JPH044410Y2 (en) * | 1986-12-11 | 1992-02-10 | ||
| JPH02120441A (en) * | 1988-10-28 | 1990-05-08 | Shimizu Corp | Precast concrete wall panel and constructing wall therewith |
| JPH0347351A (en) * | 1989-07-14 | 1991-02-28 | Shimizu Corp | Constructing wall of pc board |
| JP2007100461A (en) * | 2005-10-07 | 2007-04-19 | Kajima Corp | Method for constructing rc structure |
| JP2011162970A (en) * | 2010-02-08 | 2011-08-25 | Taisei Corp | Method for constructing wall |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0340176B2 (en) | 1991-06-18 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |