JPH0972044A - Filled coated steel tube concrete tower structure - Google Patents
Filled coated steel tube concrete tower structureInfo
- Publication number
- JPH0972044A JPH0972044A JP23031995A JP23031995A JPH0972044A JP H0972044 A JPH0972044 A JP H0972044A JP 23031995 A JP23031995 A JP 23031995A JP 23031995 A JP23031995 A JP 23031995A JP H0972044 A JPH0972044 A JP H0972044A
- Authority
- JP
- Japan
- Prior art keywords
- steel pipe
- filled
- concrete
- deformed
- strength
- 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
- Bridges Or Land Bridges (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
(57)【要約】
【課題】 鉄筋組立の省力化が図られ、工程が短縮さ
れ、構造的には耐震性が優れた充填被覆形鋼管コンクリ
ート塔状構造物を提供する。
【解決手段】 基礎部に建込まれ、且つ高強度、高流動
コンクリート2が充填された横方向に隣る充填型鋼管1
間に亘って横繋ぎ用の異形鉄筋3を挿入し、前記充填型
鋼管及び異形鉄筋を鉄筋4が配筋された被覆コンクリー
ト5で被覆した。
(57) [PROBLEMS] To provide a filling-covered steel pipe concrete tower-like structure in which labor saving of rebar assembly is achieved, the process is shortened, and structurally excellent in earthquake resistance. SOLUTION: A filling type steel pipe 1 which is built in a foundation part and which is adjacent in the lateral direction and which is filled with high-strength, high-fluidity concrete 2.
The deformed rebars 3 for horizontal connection were inserted over the space, and the filling type steel pipe and the deformed rebars were covered with the coated concrete 5 in which the rebars 4 were arranged.
Description
【0001】[0001]
【発明の属する技術分野】本発明は橋脚、煙突等塔状構
造物に適用される充填被覆形鋼管コンクリート塔状構造
物に係るものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a filling-covered steel pipe concrete tower-like structure applied to tower-like structures such as bridge piers and chimneys.
【0002】[0002]
【従来の技術】従来の橋脚の構造は直径32mm、ある
いは51mmの主筋を150mm間隔で、ダブル配筋し
た鉄筋コンクリート構造で主体を構成し、また直径16
〜25mmの帯鉄筋が150mm間隔で配筋されてい
る。一部、H鋼を鉄筋の断面に換算して鉄筋と組合せた
SRC構造の橋脚がみられるが、この場合も帯筋が必要
となる。2. Description of the Related Art The conventional structure of a bridge pier is mainly composed of a reinforced concrete structure in which main bars having a diameter of 32 mm or 51 mm are spaced at 150 mm intervals and are double-reinforced.
Up to 25 mm band reinforcing bars are arranged at 150 mm intervals. Some of the bridge piers have an SRC structure in which H steel is converted into the cross section of the reinforcing bar and combined with the reinforcing bar, but also in this case, the stirrup is required.
【0003】[0003]
【発明が解決しようとする課題】前記従来構造において
は、太径の主筋が150mm間隔でダブルに配筋される
ため、継手の施工に多くの時間を要し、また主筋の間隔
が狭いとコンクリートの施工に多大の手間を要する。ま
た帯筋が必要であり、この帯筋の組立に多くの時間を要
する。In the above-mentioned conventional structure, since the large-diameter main bars are arranged in double at 150 mm intervals, it takes a lot of time to construct the joint, and if the intervals between the main bars are narrow, the concrete structure becomes smaller. It takes a lot of time and effort to construct. Further, a stirrup is required, and it takes a lot of time to assemble the stirrup.
【0004】更に橋脚の施工において工程的に時間がか
かり、特に鉄筋組立作業に工程的に多大の時間と手間を
要す。本発明は前記従来技術の有する問題点に鑑みて提
案されたもので、その目的とするところは、鉄筋組立の
省力化が図られ、工程が短縮化され、構造的には耐震性
に優れた充填被覆形鋼管コンクリート塔状構造物を提供
する点にある。Further, the construction of the bridge piers requires a lot of time in the process, and particularly the rebar assembling work requires a lot of time and labor in the process. The present invention has been proposed in view of the above problems of the prior art, and the purpose thereof is to reduce the labor of the rebar assembly, shorten the process, and structurally have excellent earthquake resistance. The point is to provide a filled and coated steel pipe concrete tower structure.
【0005】[0005]
【課題を解決するための手段】前記の目的を達成するた
め、本発明に係る充填被覆形鋼管コンクリート塔状構造
物は、基礎部に建込まれ、且つ高強度、高流動コンクリ
ートが充填された充填型鋼管のうち、横方向に隣る充填
型鋼管に亘って異形鉄筋を挿入し、同各充填型鋼管内の
高強度、高流動コンクリートで強固に拘束して前記各充
填型鋼管を接続し、前記異形鉄筋及び同異形鉄筋を介し
て接合された前記充填型鋼管を鉄筋コンクリート構造で
被覆して構成されている。[Means for Solving the Problems] In order to achieve the above-mentioned object, a filling-covered steel pipe concrete tower-like structure according to the present invention is built in a foundation portion and filled with high-strength, high-fluidity concrete. Of the filling type steel pipes, insert deformed bars across the filling type steel pipes that are adjacent in the lateral direction, connect the filling type steel pipes by firmly constraining them with high strength and high fluidity concrete in each filling type steel pipe, The deformed bar and the filled steel pipe joined via the deformed bar are covered with a reinforced concrete structure.
【0006】[0006]
【発明の実施の形態】図面は本発明の好ましい実施の形
態を示すもので、基礎部より所要位置毎に鋼管1を建て
込むとともに、高強度、高流動コンクリート2を充填
し、前記鋼管1の横方向の繋ぎには異形鉄筋3を前記コ
ンクリートが充填された鋼管1内に挿入することによ
り、異形鉄筋3が同鋼管1内の高強度、高流動コンクリ
ート2により拘束されることによって、前記各鋼管1が
横方向に継接される。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The drawings show a preferred embodiment of the present invention, in which a steel pipe 1 is built up from a foundation at each required position, and high strength and high fluidity concrete 2 is filled in the steel pipe 1. By inserting the deformed bar 3 into the steel pipe 1 filled with the concrete for the lateral connection, the deformed bar 3 is constrained by the high-strength and high-fluidity concrete 2 in the steel pipe 1 to The steel pipe 1 is spliced laterally.
【0007】次いで前記鋼管1群の周囲に鉄筋4を配筋
したのち、前記異形鉄筋3で継接された鋼管1群及び鉄
筋4を囲繞する型枠6を組み立て被覆コンクリート5を
打設する。Then, after reinforcing bars 4 are arranged around the group of steel pipes 1, a form 6 surrounding the group of steel pipes 1 and the reinforcing bars 4 joined by the deformed reinforcing bars 3 is assembled and a coated concrete 5 is poured.
【0008】[0008]
【発明の効果】本発明に係る充填被覆形鋼管コンクリー
ト塔状構造物は前記したように、基礎部に建て込まれた
鋼管に高強度、高流動コンクリートが充填され、同各鋼
管の横繋ぎは異形鉄筋を横方向に相隣る鋼管内に挿入し
て、同鋼管内の高強度、高流動コンクリートで強固に拘
束することによって行われるので、溶接が全く不要とな
り、施工性が著しく向上される。As described above, the filling-covered steel pipe concrete tower-like structure according to the present invention is such that the steel pipes built in the foundation are filled with high-strength, high-fluidity concrete, and the horizontal connection of each steel pipe is It is performed by inserting deformed rebars in steel pipes that are adjacent to each other in the lateral direction and firmly constraining it with high-strength, high-fluidity concrete in the steel pipes, so welding is completely unnecessary and workability is significantly improved. .
【0009】また前記鋼管は高強度、高流動コンクリー
トが充填されているので、終局耐力と靱性が確保され、
鉄筋に代わる機能を発揮し、工程的に手間のかかる鉄筋
の配筋作業が省力化される。更に前記したように異形鉄
筋を介して接合された、高強度、高流動コンクリート充
填型鋼管が鉄筋コンクリート構造で被覆されていること
によって水平剛性が確保され、振動特性が改善され、地
震時の安全性が確保される。また前記コンクリート充填
鋼管群によって鉄筋量が低減され、配筋、作業等の省力
化が図られる。Since the steel pipe is filled with high-strength, high-fluidity concrete, ultimate strength and toughness are ensured,
The function of replacing the reinforcing bar is exhibited, and the work of arranging the reinforcing bar, which is time-consuming, can be saved. Further, as described above, the high-strength, high-fluidity concrete-filled steel pipe joined through the deformed reinforcing bar is covered with the reinforced concrete structure to ensure horizontal rigidity, improve vibration characteristics, and ensure safety during earthquakes. Is secured. In addition, the concrete-filled steel pipe group reduces the amount of reinforcing steel, and saves labor such as reinforcement and work.
【図1】本発明に係る充填被覆形鋼管コンクリート塔状
構造物の一実施例を示す平断面図である。FIG. 1 is a plan cross-sectional view showing an embodiment of a filled and coated steel pipe concrete tower-like structure according to the present invention.
【図2】図1の矢視イ−イ図である。FIG. 2 is an arrow view of FIG.
【図3】充填型鋼管の異形鉄筋による隅角部分の接合部
を示す斜視図である。FIG. 3 is a perspective view showing a joint portion of a corner portion of a filled steel pipe by a deformed reinforcing bar.
【図4】充填型鋼管の異形鉄筋による一般部分の接合部
を示す斜視図である。FIG. 4 is a perspective view showing a joint portion of a general portion of a filled steel pipe by a deformed reinforcing bar.
1 鋼管 2 高強度、高流動コンクリート 3 異形鉄筋 4 鉄筋 5 被覆コンクリート 1 Steel pipe 2 High-strength, high-fluidity concrete 3 Deformed bar 4 Rebar 5 Coated concrete
Claims (1)
コンクリートが充填された充填型鋼管のうち、横方向に
隣る充填型鋼管に亘って異形鉄筋を挿入し、同各充填型
鋼管内の高強度、高流動コンクリートで強固に拘束して
前記各充填型鋼管を接続し、前記異形鉄筋及び同異形鉄
筋を介して接合された前記充填型鋼管を鉄筋コンクリー
ト構造で被覆してなることを特徴とする充填被覆形鋼管
コンクリート塔状構造物。1. Among the filled steel pipes which are built in a foundation and filled with high-strength, high-fluidity concrete, deformed rebars are inserted across the adjacent filled steel pipes in the horizontal direction, High-strength in the pipe, connecting each of the filled steel pipes tightly restrained by high-fluidity concrete, the deformed rebar and the filled steel pipe joined via the deformed rebar is covered with a reinforced concrete structure. Characteristic of the filled and coated steel pipe concrete tower structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23031995A JP3766988B2 (en) | 1995-09-07 | 1995-09-07 | Filled coated steel pipe concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23031995A JP3766988B2 (en) | 1995-09-07 | 1995-09-07 | Filled coated steel pipe concrete structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0972044A true JPH0972044A (en) | 1997-03-18 |
| JP3766988B2 JP3766988B2 (en) | 2006-04-19 |
Family
ID=16905975
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP23031995A Expired - Fee Related JP3766988B2 (en) | 1995-09-07 | 1995-09-07 | Filled coated steel pipe concrete structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3766988B2 (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007247366A (en) * | 2006-03-13 | 2007-09-27 | Yuitto:Kk | Columnar reinforced concrete structural member and its construction method |
| CN106639302A (en) * | 2017-02-23 | 2017-05-10 | 华西能源工程有限公司 | Arc reinforced concrete wall formwork erecting structure |
| CN107254835A (en) * | 2017-08-03 | 2017-10-17 | 四川交通职业技术学院 | The connecting structure and its construction method of a kind of overall pier beam build-in |
| CN110067339A (en) * | 2019-05-30 | 2019-07-30 | 福州大学 | A kind of high strength steel pipe constraint ultra-high performance concrete rod structure and its construction method |
| CN111648245A (en) * | 2020-05-21 | 2020-09-11 | 中交二公局第二工程有限公司 | Ultra-large area grouting construction method for cable-stayed bridge reinforced concrete combined section |
| CN116289555A (en) * | 2023-03-08 | 2023-06-23 | 四川省公路规划勘察设计研究院有限公司 | Top structure of steel tube concrete composite tower, steel tube concrete composite tower and bridge |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110578300A (en) * | 2019-09-26 | 2019-12-17 | 常州市市政建设工程有限公司 | A Massive Concrete Casting Technology for Special-shaped Bridge Piers and Columns |
-
1995
- 1995-09-07 JP JP23031995A patent/JP3766988B2/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007247366A (en) * | 2006-03-13 | 2007-09-27 | Yuitto:Kk | Columnar reinforced concrete structural member and its construction method |
| CN106639302A (en) * | 2017-02-23 | 2017-05-10 | 华西能源工程有限公司 | Arc reinforced concrete wall formwork erecting structure |
| CN107254835A (en) * | 2017-08-03 | 2017-10-17 | 四川交通职业技术学院 | The connecting structure and its construction method of a kind of overall pier beam build-in |
| CN110067339A (en) * | 2019-05-30 | 2019-07-30 | 福州大学 | A kind of high strength steel pipe constraint ultra-high performance concrete rod structure and its construction method |
| CN111648245A (en) * | 2020-05-21 | 2020-09-11 | 中交二公局第二工程有限公司 | Ultra-large area grouting construction method for cable-stayed bridge reinforced concrete combined section |
| CN116289555A (en) * | 2023-03-08 | 2023-06-23 | 四川省公路规划勘察设计研究院有限公司 | Top structure of steel tube concrete composite tower, steel tube concrete composite tower and bridge |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3766988B2 (en) | 2006-04-19 |
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