JPH0220764A - Construction method for square stressed concrete pole - Google Patents
Construction method for square stressed concrete poleInfo
- Publication number
- JPH0220764A JPH0220764A JP16693688A JP16693688A JPH0220764A JP H0220764 A JPH0220764 A JP H0220764A JP 16693688 A JP16693688 A JP 16693688A JP 16693688 A JP16693688 A JP 16693688A JP H0220764 A JPH0220764 A JP H0220764A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- tension member
- steel pipe
- tension
- hole
- 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
- 239000004567 concrete Substances 0.000 title claims abstract description 19
- 238000010276 construction Methods 0.000 title description 5
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 16
- 239000010959 steel Substances 0.000 claims abstract description 16
- 238000000034 method Methods 0.000 claims description 4
- 230000008023 solidification Effects 0.000 abstract 1
- 238000007711 solidification Methods 0.000 abstract 1
- 238000009415 formwork Methods 0.000 description 2
- 239000002131 composite material Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000009970 fire resistant effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000008961 swelling Effects 0.000 description 1
Landscapes
- Rod-Shaped Construction Members (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
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
の対面間に鋼管スキンプレートの脹れ出しを防止する引
張り部材を貫通させて設けておき、コンクリートの充填
、固化後に、上記引張り部材の突出部分を除去するもの
である。[Means for Solving the Problems] The method for constructing a square SC column according to the present invention is to provide a tension member that prevents the steel pipe skin plate from bulging out between opposing faces of square steel pipes that are to be erected. After the concrete is filled and hardened, the protruding portion of the tension member is removed.
[作用]
角形鋼管の対面間に引張り部材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−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。[Function] Since a tension member is provided between the facing sides 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.
また、引張り部材は鋼管を貫通して設けられているので
、この貫通孔を利用して、コンクリート充填時の充填高
さを監視することができる。また施工後には、この貫通
孔は、火災時の6蒸気抜きとして機能する。Furthermore, since the tension member is provided to penetrate the steel pipe, the filling height during concrete filling can be monitored using this through hole. After construction, this through hole will function as a steam vent in the event of a fire.
[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の再対面間に引張り部材を貫通させる孔を、
充填コンクリートの内圧に対応させて、所要のピッチp
であける。これら貫通孔に引張り部材2としての両端ね
じ付きロッドを貫通させ、ワッシャーを介して蝶ナツト
3を両側から締め、ロッド2に張力を加える。A hole through which a tension member is passed between the two faces of the square steel pipe 1,
The required pitch p is adjusted according to the internal pressure of the filled concrete.
I can open it. A rod with threads at both ends serving as a tension member 2 is passed through these through holes, and a wing nut 3 is tightened from both sides via washers to apply tension to the rod 2.
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、スキンプレートは引張り部材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。ま
た、コンクリートを圧入、充填する場合、貫通孔からの
水分のにじみ出しにより、圧入、充填高さを監視するこ
とができる。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 tension member 2 prevents the skin plate from bulging out. Furthermore, when press-fitting and filling concrete, the press-fitting and filling height can be monitored by checking the seepage of moisture from the through holes.
圧入、充填されたコンクリートが固化した後、耐火被覆
工事や仕1げ工事のため、引張り部材2の外部への突出
部分を切断除去する。After the press-fitted and filled concrete has solidified, the protruding portion of the tension member 2 to the outside is cut and removed for fireproof covering work 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、」二足貫通孔は、火災時の蒸気抜き孔として機能
する。Furthermore, the two-legged through-hole functions as a steam vent in the event of a fire.
なお、上記実施例は、鋼管の対面間に、高さ毎にそれぞ
れ1本の引張り部材を設けた場合に付いて説明したが、
柱径が大きい場合には、第3図に示すように、同一高さ
に複数本の引張り部材2を設けてもよい。Note that the above embodiment has been described for the case where one tension member is provided for each height between facing steel pipes.
If the column diameter is large, a plurality of tension members 2 may be provided at the same height, as shown in FIG.
[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.
また、貫通孔を利用してコンクリートの充填、圧入高さ
を監視することができ、また施工後には、この貫通孔は
火災時の蒸気抜きとして機能する。In addition, the through-hole can be used to monitor the filling and press-in height of concrete, and after construction, the through-hole functions as a steam vent in the event of a fire.
第1及び2図は、張り部材が装着された状態の平面図と
側面図、第3図は、同一高さに複数本の引張り部材を装
着した場合の平面図である。
1・・・角形鋼管 2・・・引張り部材第1図
出願人代理人 弁理士 鈴江武彦
第2図
第3図1 and 2 are a plan view and a side view of a state in which tension members are attached, and FIG. 3 is a plan view when a plurality of tension members are attached at the same height. 1... Square steel pipe 2... Tension member Figure 1 Applicant's representative Patent attorney Takehiko Suzue Figure 2 Figure 3
Claims (1)
れ出しを防止する引張り部材を貫通させて設けておき、
コンクリートの充填、固化後に、上記引張り部材の突出
部分を除去することを特徴とする角形SC柱の施工法。A tension member is provided to prevent the steel pipe skin plate from bulging out between the opposing faces of the square steel pipes that are installed vertically,
A method of constructing a rectangular SC column, characterized in that the protruding portion of the tension member is removed after concrete is filled and solidified.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16693688A JPH0220764A (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 |
---|---|---|---|
JP16693688A JPH0220764A (en) | 1988-07-06 | 1988-07-06 | Construction method for square stressed concrete pole |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0220764A true JPH0220764A (en) | 1990-01-24 |
Family
ID=15840398
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP16693688A Pending JPH0220764A (en) | 1988-07-06 | 1988-07-06 | Construction method for square stressed concrete pole |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0220764A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103924739A (en) * | 2014-04-10 | 2014-07-16 | 北京工业大学 | Box-type steel bone-confined concrete column with round steel draw bars and fabrication method of column |
CN106088474A (en) * | 2016-06-03 | 2016-11-09 | 河海大学 | Rectangular steel pipe GFRP pipe concrete coupled column |
-
1988
- 1988-07-06 JP JP16693688A patent/JPH0220764A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103924739A (en) * | 2014-04-10 | 2014-07-16 | 北京工业大学 | Box-type steel bone-confined concrete column with round steel draw bars and fabrication method of column |
CN106088474A (en) * | 2016-06-03 | 2016-11-09 | 河海大学 | Rectangular steel pipe GFRP pipe concrete coupled column |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP0190989B1 (en) | Intermediate anchor arrangement for the prestressing of construction elements which are built in many stages, and method for setting up such an intermediate anchor arrangement | |
JPH07217226A (en) | Reinforcing method for reinforced concrete floor slab | |
CN207160226U (en) | A kind of steel concrete combined joint of concrete frame | |
JP3690437B2 (en) | Seismic reinforcement structure for existing buildings | |
KR20200004056A (en) | Device for reinforcing the Earthquake of a concrete columns and Methods | |
JPH0220764A (en) | Construction method for square stressed concrete pole | |
JP4095534B2 (en) | Joint structure of column and beam in ramen structure and its construction method | |
JPH08209721A (en) | Column base fixing structure | |
JPH02144435A (en) | Vibration-resistant reinforcing construction for opening of reinforced concrete structure | |
KR101634512B1 (en) | Seismic strengthening structure and method for existing building | |
CN113482154A (en) | Assembly type beam-column joint structure, device and installation method | |
DE2908405A1 (en) | Scaffolding to building wall fixture - uses plug screwed threaded bar through hole in unit with splayed feet | |
CN110206231A (en) | A kind of pipe is connected to reset energy consumption concrete foot joint and method | |
JPH06185140A (en) | Steel beam joining structure with reinforced concrete earthquake resisting wall | |
JPH0220765A (en) | Construction method for square stressed concrete pole | |
EP3660221B1 (en) | Building element and construction | |
JPH03191149A (en) | Structure for joining steel pipe column and slab in flat slab structure | |
AT522359B1 (en) | Connection device for non-positive connection of at least two precast concrete parts | |
JPH0340912Y2 (en) | ||
JPS6229588B2 (en) | ||
JPS6340044A (en) | Structure of pillar body composed of unbond filled steel pipe | |
JPH04213639A (en) | Piller and beam connection part structure | |
JPH10152996A (en) | Reinforcing method of column-beam connecting section of existing building | |
JPH0710151U (en) | Angle adjustable type rebar coupler | |
JPH01290856A (en) | Steel pipe concrete |