JPS58191843A - Construction of wall - Google Patents
Construction of wallInfo
- Publication number
- JPS58191843A JPS58191843A JP7642982A JP7642982A JPS58191843A JP S58191843 A JPS58191843 A JP S58191843A JP 7642982 A JP7642982 A JP 7642982A JP 7642982 A JP7642982 A JP 7642982A JP S58191843 A JPS58191843 A JP S58191843A
- Authority
- JP
- Japan
- Prior art keywords
- wall
- members
- concrete
- reinforcing bars
- temporary frame
- 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 description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 238000000034 method Methods 0.000 claims description 3
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012805 post-processing Methods 0.000 description 1
Landscapes
- Finishing Walls (AREA)
- 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】 この発明は壁の構築法に関するものである。[Detailed description of the invention] This invention relates to a method of constructing walls.
従来、壁の構築は、所定の位置に仮枠を組み、その仮枠
内のコンクリートを流入させて行なっていたが、近年コ
ンクリート圧送ポンプ車の利用が増したことや、高所か
らのコンクリート打設や、振動機の使用から、仮枠の側
圧を異常に高める要因が大きくなってきている。Traditionally, walls were constructed by setting up a temporary frame at a predetermined location and allowing concrete to flow into the temporary frame, but in recent years the use of concrete pressure pump trucks has increased, and concrete pouring from high places has become more popular. Factors that abnormally increase the lateral pressure of the temporary frame are increasing due to the installation and use of vibrators.
従って、仮枠の強度を向上させなければならないし、仮
枠工事が壁工事の全体の約60%はどの費用がかかる欠
点を有しているものである。このため、この発明では、
壁の構築を仮枠なしで且つ高い側圧にも耐える壁の構築
法を提供することを目的としたもので、その要旨は1表
面を化粧し裏面にナツトを有する方形の壁外面となる部
材を対向するように配置し、両者をナツトに緊締ボルト
を螺合して所定の間隙を持たせた後に、該緊締ボルトを
あらかじめ設けである内部の鉄筋に結束固定しつつ順次
積み上げて最後に壁外面となる部材により囲まれる空間
コンクリートを流入させて成るものである。Therefore, it is necessary to improve the strength of the temporary frame, and the temporary frame work has the disadvantage of being expensive, accounting for about 60% of the total wall construction. Therefore, in this invention,
The purpose of this project is to provide a method for constructing a wall that can withstand high lateral pressure without using a temporary frame. After arranging them to face each other and screwing the tightening bolts into the nuts to provide a predetermined gap, the tightening bolts are tied and fixed to the pre-installed internal reinforcing bars and stacked one by one, and finally the outer surface of the wall This is a space surrounded by members that allow concrete to flow into the space.
従って、壁外面となる部材は、緊縮ボルトにより連結さ
れているので側圧に充分に対抗できるし、緊締ボルトが
鉄筋と結束されているので位置ずれもせずに仮枠なしで
壁の構築が可能となって、前記目的を達成できるもので
ある。Therefore, since the members that form the outer surface of the wall are connected by tension bolts, they can sufficiently resist lateral pressure, and since the tension bolts are tied to the reinforcing bars, the wall can be constructed without shifting the position and without a temporary frame. Therefore, the above purpose can be achieved.
以下、二の発明の実施例を図面により説明する。Embodiments of the second invention will be described below with reference to the drawings.
図において、1は壁外面となる部材で、例えば内部に鉄
筋2が配されてなるコンクリート製品で表面la側には
適宜な形状模様が施こされ、裏面1b側は2個のナツト
3が埋設され、その一端が露出している。In the figure, 1 is a member that becomes the outer surface of the wall, for example, it is a concrete product with reinforcing bars 2 arranged inside, and an appropriate shape pattern is applied to the front side 1b, and two nuts 3 are buried on the back side 1b. and one end of it is exposed.
4は緊締ボルトで、両端にねじ部が形成され、一方が右
ねじて、他方が左ねじどなっている。なお、緊締ボルト
4は、この左右礼じボルトでなく、両端にねじ部があり
、中央にターンバックルを設けたものであっても良いも
のである。Reference numeral 4 denotes a tightening bolt with threaded portions formed at both ends, one of which is right-handed and the other is left-handed. In addition, the tightening bolt 4 may have threaded portions at both ends and a turnbuckle in the center instead of this left-right tilting bolt.
上記構成の壁外面となる部材1及び緊締ボルト4を用い
て壁の構築例を示せば、まず図示しないが土台を作り、
その上に壁の鉄筋2を組み、そして壁外面となる部材1
を下から積み上げる。その際に、対向する側に設けられ
た同じ壁外面となる部材1どうしを、緊締ボルト4のね
じ部をナツト3に螺合して連結する。To show an example of building a wall using the member 1 that becomes the outer surface of the wall and the tightening bolts 4 of the above configuration, first, although not shown, a foundation is made,
On top of that, install the wall reinforcing bars 2, and then the member 1 that will become the outer surface of the wall.
Stack them from the bottom. At this time, the members 1 provided on opposite sides and forming the same wall outer surface are connected by threading the threaded portion of the tightening bolt 4 into the nut 3.
次に、緊締ボルト4を結束線で鉄筋2に結束固定する。Next, the tightening bolts 4 are bound and fixed to the reinforcing bars 2 with binding wires.
これにより壁外面となる部材lは位置が固定される。二
のような手順を経て壁の外面が完成される。As a result, the position of the member 1, which forms the outer surface of the wall, is fixed. The outer surface of the wall is completed through the following steps.
なお、壁の二ば面にも壁外面となる部材1が配され、鉄
筋2に結束線で結束固定される。Note that members 1 serving as the outer surfaces of the wall are also disposed on two sides of the wall, and are bound and fixed to reinforcing bars 2 with binding wires.
しかる後、壁外面となる部材1により囲まれた空間にコ
ンクリートが流入されて固化されて壁は完成される。こ
のコンクリート流入時にあって、壁外面となる部材1に
は、裏面から側圧がかかるが、緊締ボルト4で連結され
ているので、側圧に対向できると共に、壁外面となる部
材1の位置ずれもなく保たれるものである。Thereafter, concrete is poured into the space surrounded by the member 1, which forms the outer surface of the wall, and is solidified to complete the wall. When this concrete flows in, lateral pressure is applied from the back side to the member 1 that becomes the outer surface of the wall, but since it is connected with the tightening bolt 4, it can counter the lateral pressure and there is no displacement of the member 1 that becomes the outer surface of the wall. It is something that can be preserved.
以上のように、この発明によれば、積み上げられた壁外
面となる部材が仮枠と同様な作用をして、壁構築時に仮
枠を不用とすることができる。As described above, according to the present invention, the stacked members serving as the outer surface of the wall function in the same manner as a temporary frame, and the temporary frame can be made unnecessary during wall construction.
壁外面となる部材は、対向する壁外面となる部材との間
を緊締ボルトにて連結し、且つ壁の鉄筋に固定したので
、壁外面となる部材にかかる側圧に充分に対抗できると
共に、位置ずれが生じず、。The members that will become the outer surface of the wall are connected with the opposing members that will become the outer surface of the wall using tightening bolts and fixed to the reinforcing bars of the wall, so that they can sufficiently resist the lateral pressure applied to the members that will become the outer surface of the wall, and the position No deviation occurs.
精度の安定がはかれるものである。This ensures stability in accuracy.
また、仮枠不用となる二とで、壁の製造コストを引き下
げる利点を有する。In addition, there is no need for a temporary frame, which has the advantage of lowering the manufacturing cost of the wall.
さらに、壁外面と゛なる部材は、壁完成後は、壁外面と
なり、壁面の後加工を不用ならしめる利点をも有してい
る。Furthermore, the member that becomes the wall outer surface becomes the wall outer surface after the wall is completed, and has the advantage that post-processing of the wall surface is unnecessary.
第1図は壁外面となる部材と緊締ボルトとの斜視図、第
2図は壁外面となる部材を緊締ボルトで連結した状態を
示す斜視図、第3図は壁構築例を示す一部切欠の斜視図
である。
l・・・壁外面となる部材、2・・・鉄筋、3・・・ナ
ツト、4・・・緊締ボルト。
特許出願人 遠藤尚三
第1図
第2図Fig. 1 is a perspective view of the members that form the outer surface of the wall and the tightening bolts, Fig. 2 is a perspective view showing the members that form the outer surface of the wall connected with the tightening bolts, and Fig. 3 is a partial cutaway showing an example of wall construction. FIG. l... Member that becomes the outer surface of the wall, 2... Reinforcing bar, 3... Nut, 4... Tightening bolt. Patent applicant Shozo Endo Figure 1 Figure 2
Claims (1)
部材を対向するように配置し1両者をナツトに緊締ボル
トを螺合して所定の間隙を持された後に、該緊締ボルト
をあらがじめ設けである内部の鉄筋に結束固定しつつ順
次積み上げて最後に壁外面となる部材により囲まれる空
間にコンクリートを流入させて成ることを特徴とする壁
構築法。The rectangular wall outer surfaces with decorative surfaces and nuts on the back are arranged so as to face each other, and after screwing a tightening bolt onto the nut and keeping a predetermined gap between the two, the tightening bolt is rearranged. A method of constructing a wall that is characterized in that concrete is first bundled and fixed to internal reinforcing bars, then piled up one after another, and finally poured into a space surrounded by members that will become the outer surface of the wall.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7642982A JPS58191843A (en) | 1982-05-07 | 1982-05-07 | Construction of wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7642982A JPS58191843A (en) | 1982-05-07 | 1982-05-07 | Construction of wall |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS58191843A true JPS58191843A (en) | 1983-11-09 |
Family
ID=13604916
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7642982A Pending JPS58191843A (en) | 1982-05-07 | 1982-05-07 | Construction of wall |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58191843A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62501007A (en) * | 1984-12-07 | 1987-04-23 | キノイン ギオギスゼル エス ベギエスゼチ テルメケク ギヤラ ア−ル テイ− | Separation method for cyclopropanecarboxylic acid isomers |
JPS63201241A (en) * | 1987-02-13 | 1988-08-19 | 佐藤 信治 | Reinforced concrete panel |
JPH05125783A (en) * | 1991-05-11 | 1993-05-21 | Hiyoshi Kensetsu:Kk | Placing concrete construction and forming method thereof |
JPH0633532A (en) * | 1992-07-17 | 1994-02-08 | Nippon Kaiser Kk | Precast concrete slab and manufacture thereof |
KR100375501B1 (en) * | 1999-05-25 | 2003-03-10 | 주식회사 한국화이바 | liquefied natural gas lang storage tank side wall structure and method |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS546983U (en) * | 1977-06-17 | 1979-01-17 |
-
1982
- 1982-05-07 JP JP7642982A patent/JPS58191843A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS546983U (en) * | 1977-06-17 | 1979-01-17 |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62501007A (en) * | 1984-12-07 | 1987-04-23 | キノイン ギオギスゼル エス ベギエスゼチ テルメケク ギヤラ ア−ル テイ− | Separation method for cyclopropanecarboxylic acid isomers |
JPS63201241A (en) * | 1987-02-13 | 1988-08-19 | 佐藤 信治 | Reinforced concrete panel |
JPH05125783A (en) * | 1991-05-11 | 1993-05-21 | Hiyoshi Kensetsu:Kk | Placing concrete construction and forming method thereof |
JPH0633532A (en) * | 1992-07-17 | 1994-02-08 | Nippon Kaiser Kk | Precast concrete slab and manufacture thereof |
KR100375501B1 (en) * | 1999-05-25 | 2003-03-10 | 주식회사 한국화이바 | liquefied natural gas lang storage tank side wall structure and method |
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