JPH0220765A - Construction method for square stressed concrete pole - Google Patents
Construction method for square stressed concrete poleInfo
- Publication number
- JPH0220765A JPH0220765A JP16693788A JP16693788A JPH0220765A JP H0220765 A JPH0220765 A JP H0220765A JP 16693788 A JP16693788 A JP 16693788A JP 16693788 A JP16693788 A JP 16693788A JP H0220765 A JPH0220765 A JP H0220765A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- square
- steel pipe
- construction method
- stiffening 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
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Rod-Shaped Construction Members (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]
この発明は角形SC柱(角形鋼管とコンクリートとの合
成柱)の施工法に関するものである。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a method of constructing a square SC column (a composite column of a square steel pipe and concrete).
[従来の技術]
従来から鉄骨鉄筋コンクリート(SRC)造の柱が耐震
耐火構造として数多く使用されているが、型枠工事、配
筋工事が伴い施工が複雑であった。[Prior Art] Many steel-framed reinforced concrete (SRC) columns have been used in the past as earthquake-resistant and fire-resistant structures, but the construction was complicated as it involved form work and reinforcing work.
そこで、最近、型枠工事を不要としたSC柱の使用が試
みられている。Therefore, recently, attempts have been made to use SC columns that do not require formwork work.
[解決しようとする課題]
しかし、高さ数10mに及ぶ柱径の大きい角形SC柱の
場合、コンクリートの圧入、充填によるコンクリートの
内圧により鋼管スキンプレートが脹れ出す問題がある。[Problem to be Solved] However, in the case of a rectangular SC column with a large column diameter of several tens of meters in height, there is a problem that the steel pipe skin plate bulges due to the internal pressure of the concrete due to the press-in and filling of concrete.
そして、スキンプレートが脹れ出すと、柱の軸力負担能
力が大幅に低減するので、何等かの解決策が要請されて
いる。When the skin plate swells, the column's ability to bear the axial force is significantly reduced, so some kind of solution is required.
[課題を解決するための手段]
この発明の角形SC柱の施工法は、立設される角形鋼管
の外側に鋼管スキンプレートの脹れ出しを防止する補剛
枠を設けておき、コンクリートの充填、固化後に、上記
補剛枠を撤去するものである。[Means for Solving the Problems] The method of constructing a square SC column of the present invention is to provide a stiffening frame on the outside of the square steel pipe to be erected to prevent the steel pipe skin plate from bulging out, and to fill it with concrete. After solidification, the stiffening frame is removed.
[作用]
角形鋼管の外側に補剛枠が設けられているので、コンク
リートの内圧によるスキンプレートの脹れ出しを防止し
、軸力負担能力の低下を防止することができる。[Operation] Since the stiffening frame is provided on the outside of the square steel pipe, it is possible to prevent the skin plate from bulging out due to the internal pressure of the concrete, and to prevent a decrease in the axial force bearing capacity.
[実施例] 以下、本発明の一実施例を図面を参照して説明する。[Example] Hereinafter, one embodiment of the present invention will be described with reference to the drawings.
角形鋼管1の外側に、補剛枠2を、充填コンクリ−1〜
の内圧に対応させて、所要のピッチpで設ける。A stiffening frame 2 is placed on the outside of the square steel pipe 1, filled with concrete 1~
They are provided at a required pitch p corresponding to the internal pressure of.
この状態で角形鋼管1中にコンクリートを圧入又は充填
する。この場合、スキンプレートにコンクリートの内圧
が作用しても、スキンプレートは補剛枠2により脹れ出
しが防止されているので、脹れ出すことはない。In this state, concrete is press-fitted or filled into the square steel pipe 1. In this case, even if the internal pressure of the concrete acts on the skin plate, the skin plate will not bulge out because the stiffening frame 2 prevents the skin plate from bulging out.
圧入、充填されたコンクリートが固化した後、耐火被覆
]二車や仕上げ工事のため、補剛枠2を撤去する。After the pressed-in and filled concrete has solidified, the reinforcing frame 2 is removed for fireproof coating and finishing work.
こうして、鋼管とコンクリートが一体となったSC柱を
立設することができる。In this way, it is possible to erect an SC column in which the steel pipe and concrete are integrated.
なお、補剛枠2は、取付け、取り外しの容易な構成にし
ておくことが望ましい。その1例を第3.4図に示す。Note that it is desirable that the stiffening frame 2 has a structure that is easy to attach and detach. An example is shown in Figure 3.4.
これは対向して配設される1組の枠部材12から構成さ
れる。枠部材12は、先端にねじ部14を有する部材3
と、先端部側面に長孔16をqする部材15とをビン1
7で連結して構成されている。これら1組の枠部材12
を鋼管の外側に対向して配設し、それぞれのねじ部14
を、相手側の長孔コロに挿入し、ナツトをねじ部に螺合
することにより、補剛枠を取付ける。この場合、コンク
リート充填時に部材相互のずれを防止するために、長孔
16の周には滑り止めの刻み目を設けておくことが望ま
しい。そして、充填コンクリートが固化した後、ナツト
を外すことにより、容易に撤去することができる。This is composed of a pair of frame members 12 arranged opposite to each other. The frame member 12 is a member 3 having a threaded portion 14 at its tip.
and a member 15 having a long hole 16 on the side surface of the tip.
It is composed of 7 connected parts. These one set of frame members 12
are arranged facing the outside of the steel pipe, and each threaded portion 14
Attach the stiffening frame by inserting it into the long hole roller on the other side and screwing the nut onto the threaded part. In this case, it is desirable to provide anti-slip notches around the elongated hole 16 in order to prevent the members from shifting when filling with concrete. After the filled concrete has solidified, it can be easily removed by removing the nuts.
[効果]
この発明の角形SC柱の施工法は上記のようなもので、
簡単な方法によりスキンプレートの脹れ出しを防止し、
柱の軸力負担能力の低下を防止することができる。[Effect] The construction method of the rectangular SC column of this invention is as described above,
A simple method to prevent skin plate swelling,
It is possible to prevent a decrease in the axial force bearing capacity of the column.
第1及び2図は補剛砕が装着された状態の平面図と側面
図、第3図及び第4図は、補剛枠の1例を示す平面図と
側面図である。
1・・・角形鋼管 2・・・補剛枠
出願人代理人 弁理士 鈴江武彦
第1図
第3図
第4図
第2図1 and 2 are a plan view and a side view of the stiffening frame installed, and FIGS. 3 and 4 are a plan view and a side view of an example of the stiffening frame. 1... Square steel pipe 2... Stiffening frame Applicant's representative Patent attorney Takehiko Suzue Figure 1 Figure 3 Figure 4 Figure 2
Claims (1)
出しを防止する補剛枠を設けておき、コンクリートの充
填、固化後に、上記補剛枠を撤去することを特徴とする
角形SC柱の施工法。A square SC column characterized in that a stiffening frame is provided on the outside of the square steel pipe to be erected to prevent the steel pipe skin plate from bulging out, and the stiffening frame is removed after filling and solidifying concrete. Construction method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16693788A JPH0220765A (en) | 1988-07-06 | 1988-07-06 | Construction method for square stressed concrete pole |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16693788A JPH0220765A (en) | 1988-07-06 | 1988-07-06 | Construction method for square stressed concrete pole |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0220765A true JPH0220765A (en) | 1990-01-24 |
Family
ID=15840416
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16693788A Pending JPH0220765A (en) | 1988-07-06 | 1988-07-06 | Construction method for square stressed concrete pole |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0220765A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106320710A (en) * | 2016-09-06 | 2017-01-11 | 李鹏程 | Shaping device for concrete pouring |
-
1988
- 1988-07-06 JP JP16693788A patent/JPH0220765A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106320710A (en) * | 2016-09-06 | 2017-01-11 | 李鹏程 | Shaping device for concrete pouring |
| CN106320710B (en) * | 2016-09-06 | 2018-08-07 | 李鹏程 | A kind of shaping device for concreting |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN112761061B (en) | A steel friction hinge energy-dissipating tie-beam structure for double-column pier and its construction method | |
| CN109594651A (en) | A kind of steel pipe fashioned iron regeneration concrete column-PEC steel girder frame and assembly method | |
| US20110239581A1 (en) | Precast Concrete to Foundation Connection | |
| JP3690437B2 (en) | Seismic reinforcement structure for existing buildings | |
| JPH0220765A (en) | Construction method for square stressed concrete pole | |
| JP3458179B2 (en) | Column base fixing structure | |
| JPH1018308A (en) | Liquefaction prevention structure of the foundation ground of the building | |
| CN107023020B (en) | Horizontal internal support system of deep foundation pit assembled type combined steel structure and construction method thereof | |
| CN204370464U (en) | Foundation bolt positioning device | |
| JPS61176706A (en) | Structure of concrete floor panel and its construction | |
| JPH0220764A (en) | Construction method for square stressed concrete pole | |
| JP2011247045A (en) | Reinforcement method for bridge abutment | |
| JPH03286028A (en) | Additionally strengthened structure of existing base | |
| CN112681129A (en) | Construction joint structure | |
| CN209129025U (en) | A kind of Construction of Civil Engineering retaining wall | |
| JPH01203523A (en) | Fixing of column base | |
| JPS59192145A (en) | Fixing of iron pillar | |
| JP4006689B2 (en) | Core material for underground pit and soil cement column wall using soil cement column wall | |
| JPH04371635A (en) | Connection of floorslab and post | |
| CN215630084U (en) | Concrete pool structure with reinforcing member | |
| JPH05272196A (en) | Reinforced concrete column for high axial force | |
| DE4423890A1 (en) | Anchored prefabricated wall made of reinforced concrete with monitored tension | |
| CN211369260U (en) | Precast concrete post | |
| JP2832708B2 (en) | Anchor frame | |
| JP2000186430A (en) | Installation method for base isolation bearing to existing building |