JPH04202940A - Wall construction of building and construction method thereof - Google Patents
Wall construction of building and construction method thereofInfo
- Publication number
- JPH04202940A JPH04202940A JP2329638A JP32963890A JPH04202940A JP H04202940 A JPH04202940 A JP H04202940A JP 2329638 A JP2329638 A JP 2329638A JP 32963890 A JP32963890 A JP 32963890A JP H04202940 A JPH04202940 A JP H04202940A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- plates
- reinforcement
- reinforcements
- concrete plates
- 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
- 238000010276 construction Methods 0.000 title claims description 11
- 239000004567 concrete Substances 0.000 claims abstract description 58
- 230000002787 reinforcement Effects 0.000 claims abstract description 56
- 239000011178 precast concrete Substances 0.000 claims abstract description 32
- 238000009415 formwork Methods 0.000 description 17
- 230000003014 reinforcing effect Effects 0.000 description 7
- 230000000694 effects Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
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- 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）
本発明は建築物の壁構造及びその構築工法に関するもの
である。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a wall structure of a building and a construction method thereof.
（従来の技術）
従来、建築物の壁を構築する場合は、型枠を形成し、該
型枠内に主筋及び横筋を配筋した後に現場打ちコンクリ
ートを打設して構築していた。(Prior Art) Conventionally, when constructing the walls of a building, a formwork was formed, main reinforcements and horizontal reinforcements were arranged within the formwork, and then cast-in-place concrete was poured.
また、トラス鉄筋を埋設したプレキャストコンクリート
板を用いて構築する場合は、トラス鉄筋を内側にしてプ
レキャストコンクリート板を建込み、その内側に内側型
枠を形成し、その内側型枠内に現場打ちコンクリートを
打設して構築していた。In addition, when constructing using precast concrete plates with embedded truss reinforcing bars, the precast concrete plates are erected with the truss reinforcing bars on the inside, an inner formwork is formed inside the precast concrete plate, and the cast-in-place concrete is placed inside the inner formwork. It was constructed by pouring.
（発明が解決しようとする課題）
しかしながら、上記のような壁は何れの場合も型枠を形
成した後に、該型枠内に現場打ちコンクリートを打設し
て構築していたため、手間がかかり、型枠工等の熟練技
術者の不足している近年にあっては、深刻な問題であっ
た。(Problems to be Solved by the Invention) However, in all cases, the walls described above are constructed by forming a formwork and then pouring cast-in-place concrete into the formwork, which is time-consuming and time-consuming. This has been a serious problem in recent years due to the shortage of skilled engineers such as formwork workers.
本発明はこれらの問題に鑑みてなされたものであり、そ
の目的は型枠を必要とせずに構築できる壁構造及びその
構築工法を提供することである。The present invention has been made in view of these problems, and its purpose is to provide a wall structure that can be constructed without the need for formwork and a construction method thereof.
（課題を達成するための手段）
上記の目的を達成するための本発明の壁構造は、一本の
上端筋と二本の下端筋とを波形のラチス筋で連結した三
角柱状のトラス筋を二枚のコンクリート板で挟み、該コ
ンクリート板に前記トラス筋の頂端側及び下端側が埋設
されてプレキャストコンクリート板を形成し、前記コン
クリート板の間に現場打ちコンクリートを打設して構築
したことを特徴とする構成とすることであり、
また壁構造の構築工法は、一本の上端筋と二本の下端筋
とを波形のラチス筋て連結した三角柱状のトラス筋を二
枚のコンクリート板で挟み、該コンクリート板に前記ト
ラス筋の頂端側及び下端側を埋設してプレキャストコご
・クリート板を形成し、該プレキャストコンクリート板
を各社の柱筋間に建込んだ後、プレキャストコンクリー
ト板のコンクリート板間に現場打ちコンクリートを打設
して構築することを特徴とする構成にすることである。(Means for Achieving the Object) The wall structure of the present invention to achieve the above object includes triangular prism-shaped truss bars in which one upper end reinforcement and two lower end reinforcements are connected by a corrugated lattice reinforcement. It is characterized in that it is constructed by sandwiching it between two concrete plates, burying the top and bottom ends of the truss bars in the concrete plates to form a precast concrete plate, and pouring cast-in-place concrete between the concrete plates. The construction method for the wall structure is to sandwich a triangular prism-shaped truss bar between two concrete plates, connecting one top bar and two bottom bars by corrugated lattice bars. The top and bottom ends of the truss reinforcements are buried in a concrete plate to form a precast concrete plate, and after the precast concrete plate is erected between the column reinforcements of each company, The structure is characterized by being constructed by pouring cast-in-place concrete.
（作用）
而して上記構成によれば、プレキャストコンクリート板
を柱の鉄筋間に建込んで、その二枚のコンクリート板の
間に現場打ちコンクリートを打設することにより、型枠
を形成せずに壁を構築することができる。(Function) According to the above structure, by erecting precast concrete plates between the reinforcing bars of columns and pouring cast-in-place concrete between the two concrete plates, walls can be built without forming formwork. can be constructed.
（実施例）
以下、本発明の一実施を図面に基づいて詳細に説明する
。(Example) Hereinafter, one embodiment of the present invention will be described in detail based on the drawings.
第１図は本発明の建築物の壁構造及びその構築工法を示
す断面図である。FIG. 1 is a sectional view showing the wall structure of a building and its construction method according to the present invention.
壁構造Ａは適宜間隔をもって対向した二枚のコンクリー
ト板１の間にトラス筋２が挟まれ、該トラス筋２の上端
側及び下端側がこれら二枚のコンクリート板１に埋設さ
れてプレキャストコンクリート板３が形成され、該プレ
キャストコンクリート板３のコンクリート板１間にコン
クリート４ａが打設されて構築されるものであり、その
内外面に仕上げ材が塗装されて形成されている。In the wall structure A, a truss bar 2 is sandwiched between two concrete plates 1 facing each other with an appropriate interval, and the upper and lower ends of the truss bar 2 are buried in these two concrete plates 1 to form a precast concrete plate 3. It is constructed by pouring concrete 4a between the concrete plates 1 of the precast concrete plates 3, and its inner and outer surfaces are coated with a finishing material.
プレキャストコンクリート板１は適宜厚さで縦筋１ａ及
び横筋１ｂが格子状に配筋されて形成されている。The precast concrete plate 1 is formed by vertical reinforcements 1a and horizontal reinforcements 1b arranged in a grid pattern with an appropriate thickness.
トラス筋２は二等辺三角形の各頂点に配筋された一本の
上端筋２ａと、二本の下端筋２ｂと、これら上端筋及び
下端筋２ａ、２ｂとの間に配筋された波形のラチス筋２
ｃとにより三角柱状に形成されている。The truss reinforcement 2 consists of one upper end reinforcement 2a and two lower end reinforcements 2b arranged at each vertex of an isosceles triangle, and a waveform reinforcement arranged between these upper end reinforcement and lower end reinforcement 2a, 2b. Lattice muscle 2
It is formed into a triangular prism shape by c.
また、このトラス筋２は前記コンクリート板１の長手方
向にそって適宜間隔ごとに配筋され、前記上端筋及び下
端筋２ａ、２ｂがコンクリート板１に夫々埋設されてい
る。The truss reinforcements 2 are arranged at appropriate intervals along the longitudinal direction of the concrete plate 1, and the upper and lower reinforcements 2a and 2b are embedded in the concrete plate 1, respectively.
また、壁を直角状に接合する場合は第２図に示すように
、プレキャストコンクリート板３の内側のコンクリート
板１を短く形成し、接合部は双方から突出した連結筋５
ａを互に重ね合わせて接合する。In addition, when joining walls at right angles, as shown in Fig. 2, the concrete plate 1 on the inside of the precast concrete plate 3 is formed short, and the joint part is formed by connecting bars 5 protruding from both sides.
A are overlapped and joined together.
また、壁をＴ字状に接合する場合は第３図に示すように
、平行に接続したプレキャストコンクリート板３の内側
のコンクリート板１を短く形成すると共に、接合部は連
結筋５ａをＴ字状に配筋して接合するものである。In addition, when joining walls in a T-shape, as shown in Fig. 3, the inner concrete plate 1 of the precast concrete plates 3 connected in parallel is formed short, and the connecting bars 5a are connected in a T-shape. The reinforcement is arranged and connected.
また、スラブ６と接合する場合は第４図に示すように、
プレキャストコンクリート板３をスラブ６の上面及び下
面に当接し、接合部はスラブ６を挟んで両プレキャスト
コンクリート板３とにわたって連結筋６ａを配筋して接
合する。In addition, when joining with the slab 6, as shown in Fig. 4,
The precast concrete plate 3 is brought into contact with the upper and lower surfaces of the slab 6, and the joint is made by arranging connecting bars 6a across both precast concrete plates 3 with the slab 6 in between.
また、梁７と接合する場合は第５図に示すように、梁７
の型枠内にコンクリート板１の上端を挿入し、接合部に
連結筋７ａを配筋して接合する。In addition, when joining the beam 7, as shown in FIG.
The upper end of the concrete plate 1 is inserted into the formwork, and connecting reinforcements 7a are arranged at the joint part to join.
また、窓ｍ及び出入口の開口部ｎを設ける場合は、第６
図及び第７図に示すように予め備えておくものである。In addition, when providing a window m and an entrance/exit opening n, the sixth
It is prepared in advance as shown in FIG. 7 and FIG.
この場合、内側のコンクリート板１は夫々短く形成する
ものとする。In this case, the inner concrete plates 1 are each formed short.
次に、この壁構造Ａの構築方法について説明する。Next, a method of constructing this wall structure A will be explained.
［プレキャストコンクリート板の製造］先す初めに、二
枚のコンクリート板１の間に、一本の上端筋２ａと、二
本の下端筋２ｂと、これら上端筋及び下端筋２ａ、２ｂ
との間に配筋された波形のラチス筋２ｃとにより三角柱
状に形成されたトラス筋２を挟んだプレキャストコンク
リート板３を形成する（第８図及び第９図）。[Manufacture of precast concrete plate] First, between two concrete plates 1, one upper end reinforcement 2a, two lower end reinforcements 2b, and these upper end reinforcement and lower end reinforcement 2a, 2b are placed.
A precast concrete plate 3 is formed by sandwiching the truss reinforcement 2 formed in the shape of a triangular prism by corrugated lattice reinforcement 2c arranged between the truss reinforcement 2c and the truss reinforcement 2c (FIGS. 8 and 9).
これはコンクリート板１用の型枠に縦筋１ａ及び横筋１
ｂを格子状に配筋し、これら縦横筋ｌａ、ｌｂの上にト
ラス筋２を長手方向にそって適宜間隔ごとに配筋してコ
ンクリートを打設すると、コンクリート板１にトラス鉄
筋２の二本の下端筋２ｂが埋設されて、該トラス鉄筋２
が逆Ｖ字状に突設された状態で形成される。This is vertical reinforcement 1a and horizontal reinforcement 1 in the formwork for concrete plate 1.
b is arranged in a lattice pattern, and concrete is poured by placing truss reinforcements 2 at appropriate intervals along the longitudinal direction on top of these vertical and horizontal reinforcements la and lb. The lower end reinforcement 2b of the book is buried, and the truss reinforcement 2
is formed in a protruding state in an inverted V shape.
そして、このコンクリート板１か形成されたら、一方の
コンクリート板〕用の型枠に前記と同様に縦横筋１ａ、
ｌｂを格子状に配筋し、該型枠に前記コンクリート板１
を、トラス鉄筋２の上端筋２ａを下側にして重ね合わせ
ると共に、型枠内にコンクリートを打設することにより
、これら二枚のコンクリート板１の間にトラス鉄筋２が
挟まれたプレキャストコンクリート板３が形成される。After this concrete plate 1 is formed, vertical and horizontal stripes 1a are placed in the formwork for one concrete plate in the same manner as described above.
lb is arranged in a grid pattern, and the concrete plate 1 is placed in the formwork.
By stacking the truss reinforcing bars 2 with the upper end reinforcing bars 2a facing down and pouring concrete into the formwork, a precast concrete plate with the truss reinforcing bars 2 sandwiched between these two concrete plates 1 is created. 3 is formed.
［プレキャストコンクリート板の建込み］上記のように
形成されたプレキャストコンクリート板３を各柱筋５の
開に建込むと共に、前記柱筋５との間に連結筋５ａを配
筋する（第１０図）。[Erection of precast concrete plate] The precast concrete plate 3 formed as described above is erected at the opening of each column reinforcement 5, and connecting reinforcements 5a are arranged between the column reinforcements 5 (Fig. 10). ).
このプレキャストコンクリート板３は、トラス鉄筋２を
縦側にした状態て、端部を柱Ｍの型枠５ｂ内に挿入した
状態で建込むものであり、さらにこれを二枚接続する場
合は第１図に示すように、接続部に連結筋５ａを配筋し
て接続するものである。This precast concrete board 3 is constructed with the truss reinforcing bar 2 facing vertically and the end inserted into the formwork 5b of the column M. Furthermore, when two of these boards are connected, the first As shown in the figure, connecting reinforcements 5a are arranged at the connecting portions for connection.
［コンクリートの打設］
上記のように、プレキャストコンクリート板３を各柱Ｍ
間に建て込んだ後、該プレ上ヤス１〜コンクリート板３
の開に、現場打ちコンクリート４を打設する。[Placement of concrete] As mentioned above, precast concrete plates 3 are placed on each column M.
After erecting the concrete plate 1 to concrete plate 3
Place cast-in-place concrete 4 at the opening.
この打設は、柱Ｍ、スラブ６及びａ ７ ｆ：Ｊ同時に
行うものであり、この現場打ちコンクリート４が硬化し
た後に、柱Ｍの型枠５ｂを脱型することにより壁が形成
される。This pouring is carried out simultaneously for the column M, the slab 6, and a7f:J, and after the cast-in-place concrete 4 has hardened, the formwork 5b of the column M is demolded to form a wall.
〈発明の効果）
本発明は以上のような構成にしたことにより下記の効果
を有する。<Effects of the Invention> The present invention has the following effects by having the above configuration.
■ プレキャストコンクリート板におけるコンクリート
板の間に現場打ちコンクリートを打設することにより、
壁構造を構築することができるので、施工性に優れた壁
構造を構築することができる。■ By placing cast-in-place concrete between the concrete plates in precast concrete plates,
Since a wall structure can be constructed, a wall structure with excellent construction properties can be constructed.
■ 型枠を必要とせずに壁を形成することができるので
、工期の短縮及び工費の軽減を図ることができる。■ Since walls can be formed without the need for formwork, it is possible to shorten the construction period and reduce construction costs.
第１図は本発明の壁構造の断面図、第２図は壁を直角に
接合した状態の断面図、第３図は同Ｔ室状に接続した状
態の断面図、第４図は同スラブに２．、．２′シた状態
の断面図、第５図は同梁に接合した状態の断面図、第６
図の■は窓を設けた状態の正面図、■は同断面図、第７
図の■は開口部を設けた状態の正面図、■は同断面図、
第８図はプレキャストコンクリート板の縦断面図、第９
図は同横断面図、第１０図はプレキャストコンクリート
板に現場打ちコンクリートを打設した状態の断面図であ
る。
また図中、
Ａ 壁構造
トコンクリート板
２、トラス筋 ２ａ、上端筋
２ｂ 下端筋
２ｃラチス筋
３・プレキャストコンクリート板
である。Fig. 1 is a sectional view of the wall structure of the present invention, Fig. 2 is a sectional view of the walls joined at right angles, Fig. 3 is a sectional view of the wall structure connected in the form of a T-chamber, and Fig. 4 is the same slab. 2. ,．． 2' is a cross-sectional view of the state in which it is folded, Fig. 5 is a cross-sectional view of the state in which it is joined to the same beam, and Fig. 6 is a cross-sectional view of the state in which it is connected to the same beam.
In the figure, ■ is a front view with a window installed, ■ is a cross-sectional view of the same, and
■ in the figure is a front view with an opening, ■ is a cross-sectional view of the same,
Figure 8 is a vertical cross-sectional view of the precast concrete plate, Figure 9
The figure is a cross-sectional view of the same, and FIG. 10 is a cross-sectional view of the precast concrete plate with cast-in-place concrete placed on it. In addition, in the figure, A is a wall structure concrete plate 2, truss reinforcement 2a, upper reinforcement 2b, lower reinforcement 2c, lattice reinforcement 3, and precast concrete plate.
Claims (2)
で連結した三角柱状のトラス筋を二枚のコンクリート板
で挟み、該コンクリート板に前記トラス筋の頂端側及び
下端側が埋設されてプレキャストコンクリート板を形成
し、前記コンクリート板の間に現場打ちコンクリートを
打設して構築したことを特徴とする建築物の壁構造。(1) A triangular prism-shaped truss bar, in which one top end reinforcement and two bottom end reinforcements are connected by a wave-shaped lattice bar, is sandwiched between two concrete plates, and the top end and bottom end sides of the truss bar are placed between the concrete plates. 1. A wall structure of a building, characterized in that it is constructed by embedding precast concrete plates to form precast concrete plates, and pouring cast-in-place concrete between the concrete plates.
で連結した三角柱状のトラス筋を二枚のコンクリート板
で挟み、該コンクリート板に前記トラス筋の頂端側及び
下端側を埋設してプレキャストコンクリート板を形成し
、該プレキャストコンクリート板を各柱の柱筋間に建込
んだ後、プレキャストコンクリート板のコンクリート板
間に現場打ちコンクリートを打設して構築することを特
徴とする壁構造の構築工法。(2) A triangular prism-shaped truss bar, in which one top end reinforcement and two bottom end reinforcements are connected by a corrugated lattice bar, is sandwiched between two concrete plates, and the top and bottom ends of the truss bar are placed between the concrete plates. The construction is characterized by: burying the concrete to form a precast concrete plate, erecting the precast concrete plate between the column reinforcements of each column, and then pouring cast-in-place concrete between the concrete plates of the precast concrete plate. Construction method of wall structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2329638A JPH0637794B2 (en) | 1990-11-30 | 1990-11-30 | Building wall structure and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2329638A JPH0637794B2 (en) | 1990-11-30 | 1990-11-30 | Building wall structure and construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04202940A true JPH04202940A (en) | 1992-07-23 |
| JPH0637794B2 JPH0637794B2 (en) | 1994-05-18 |
Family
ID=18223580
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2329638A Expired - Lifetime JPH0637794B2 (en) | 1990-11-30 | 1990-11-30 | Building wall structure and construction method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0637794B2 (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100735681B1 (en) * | 2006-03-28 | 2007-07-06 | 이창남 | Thick wall using truss decks as permanent concrete form |
| CN102277964A (en) * | 2011-05-06 | 2011-12-14 | 上海建工集团股份有限公司 | Cast-in-situ concrete plate wall construction method for controlling crack |
| CN102561551A (en) * | 2012-01-10 | 2012-07-11 | 湖南大学 | Thick wall and construction method thereof |
| CN102864855A (en) * | 2012-09-19 | 2013-01-09 | 初明进 | T-shaped precast concrete wall connection |
| CN102864854A (en) * | 2012-09-19 | 2013-01-09 | 初明进 | L-shaped precast concrete wall connection |
| CN102912900A (en) * | 2012-11-14 | 2013-02-06 | 安徽华力建设集团有限公司 | Prefabricated assembled superposed plate type concrete shear wall and construction method thereof |
| CN103556822A (en) * | 2013-10-12 | 2014-02-05 | 深圳市建工集团股份有限公司 | Construction method of large hollowed-out characters of cast-in-place concrete wall |
| CN106522408A (en) * | 2016-11-25 | 2017-03-22 | 哈尔滨鸿盛房屋节能体系研发中心 | Assembly type cast-in-place concrete frame thermal-insulating wall component |
-
1990
- 1990-11-30 JP JP2329638A patent/JPH0637794B2/en not_active Expired - Lifetime
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100735681B1 (en) * | 2006-03-28 | 2007-07-06 | 이창남 | Thick wall using truss decks as permanent concrete form |
| CN102277964A (en) * | 2011-05-06 | 2011-12-14 | 上海建工集团股份有限公司 | Cast-in-situ concrete plate wall construction method for controlling crack |
| CN102561551A (en) * | 2012-01-10 | 2012-07-11 | 湖南大学 | Thick wall and construction method thereof |
| CN102864855A (en) * | 2012-09-19 | 2013-01-09 | 初明进 | T-shaped precast concrete wall connection |
| CN102864854A (en) * | 2012-09-19 | 2013-01-09 | 初明进 | L-shaped precast concrete wall connection |
| CN102912900A (en) * | 2012-11-14 | 2013-02-06 | 安徽华力建设集团有限公司 | Prefabricated assembled superposed plate type concrete shear wall and construction method thereof |
| CN103556822A (en) * | 2013-10-12 | 2014-02-05 | 深圳市建工集团股份有限公司 | Construction method of large hollowed-out characters of cast-in-place concrete wall |
| CN103556822B (en) * | 2013-10-12 | 2015-09-02 | 深圳市建工集团股份有限公司 | The large-scale hollow-out word construction method of a kind of cast-in-place concrete wall |
| CN106522408A (en) * | 2016-11-25 | 2017-03-22 | 哈尔滨鸿盛房屋节能体系研发中心 | Assembly type cast-in-place concrete frame thermal-insulating wall component |
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