JP2671197B2 - Reinforced concrete precast floor slab - Google Patents
Reinforced concrete precast floor slabInfo
- Publication number
- JP2671197B2 JP2671197B2 JP7111057A JP11105795A JP2671197B2 JP 2671197 B2 JP2671197 B2 JP 2671197B2 JP 7111057 A JP7111057 A JP 7111057A JP 11105795 A JP11105795 A JP 11105795A JP 2671197 B2 JP2671197 B2 JP 2671197B2
- Authority
- JP
- Japan
- Prior art keywords
- floor slab
- precast floor
- space
- width direction
- precast
- 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.)
- Expired - Fee Related
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/12—Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges
- E01D19/125—Grating or flooring for bridges
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/20—Concrete, stone or stone-like material
- E01D2101/24—Concrete
- E01D2101/26—Concrete reinforced
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、橋梁構造物のプレキャ
スト床版に関する。FIELD OF THE INVENTION The present invention relates to a precast floor slab for a bridge structure.
【0002】[0002]
【従来の技術】橋梁床版には、現場で型枠を製作し、こ
の型枠に鉄筋を配置して、コンクリートを打設する現場
打ち床版と、予め工場で型枠を作成し、この型枠に鉄筋
を配置し、コンクリートを打設して製作し、現場に持ち
込むプレキャスト床版とがある。2. Description of the Related Art For bridge decks, a formwork is manufactured on site, steel bars are placed on this formwork, and on-site cast floor slabs are used to place concrete. There is a precast floor slab that is made by placing reinforcing bars on the formwork, pouring concrete into it, and then bringing it to the site.
【0003】プレキャスト床版は、現場における型枠製
作、鉄筋配置、コンクリート打設等がないので、既設床
版の取り替え補修においては、交通規制を大幅に短縮す
ることができる大きな利点がある。Since the precast floor slab does not require formwork, rebar arrangement, concrete placing, etc. on the site, there is a great advantage that the traffic regulation can be greatly shortened in the replacement and repair of the existing floor slab.
【0004】プレキャスト床版は、通常、工場製作時に
橋梁の構造や作業条件等、現場の状況に見合うように、
橋梁の軸方向、幅員方向に適宜の大きさに分割されてい
る。適宜の大きさに分割されたプレキャスト床版は、桁
上に載置されて、橋梁の軸方向、幅員方向にそれぞれ連
結されて一体となる。プレキャスト床版の橋梁幅員方向
の接続は、通常、プレキャスト床版に埋設されている上
側鉄筋を接続することにより行う。具体的には、図6に
その一例を示すように、主桁C上で隣り合うプレキャス
ト床版A1、A2において、一方のプレキャスト床版A
1の端部を切り欠き、この切り欠き部Bに上側鉄筋D1
を延長して位置させ、他方のプレキャスト床版A2の上
側鉄筋D2に継手Gを用いて連結鉄筋Eを連結し、この
のち、この切り欠き部Bにコンクリートを打設すること
により行う。下側鉄筋F1、F2は連結されていない。Precast floor slabs are usually manufactured at the factory so as to be suitable for the situation of the site such as bridge structure and working conditions.
It is divided into appropriate sizes in the axial direction and width direction of the bridge. The precast floor slabs divided into appropriate sizes are placed on the girders, and are connected to each other in the axial direction and the width direction of the bridge to be integrated. Connection of the precast floor slab in the width direction of the bridge is usually performed by connecting the upper rebar embedded in the precast slab. Specifically, as shown in FIG. 6, one of the precast floor slabs A1 and A2 adjacent to each other on the main girder C is used.
1. Cut out the end portion of No. 1 and in this cutout portion B, the upper rebar D1
Is extended and positioned, the connecting rebar E is connected to the upper rebar D2 of the other precast floor slab A2 using the joint G, and then concrete is placed in the notch B. The lower reinforcing bars F1 and F2 are not connected.
【0005】このようにして行われるプレキャスト床版
の接続は、下側鉄筋が連結していないため、一体性に難
点があり、また、多くの手間がかかり作業性が良くな
い。そこで、橋梁幅員方向に一本のプレキャスト床版が
製作できれば非常に便利である。しかしながら、橋梁幅
員方向に一本のプレキャスト床版を提供するには幾つか
の課題がある。In the connection of the precast floor slabs thus made, since the lower reinforcing bars are not connected, there is a difficulty in the integration, and much work is required and the workability is not good. Therefore, it would be very convenient if one precast floor slab could be manufactured in the width direction of the bridge. However, there are some problems in providing one precast floor slab in the width direction of the bridge.
【0006】橋梁床版は、通常、現場打ち床版である
か、プレキャスト床版であるかを問わず、載置されてい
る中程の主桁上を境にして道路幅員方向外側に向けてそ
れぞれ排水勾配が施されている。この勾配の大きさは、
橋梁床版の道路幅員方向の長さや桁の本数等によって異
なる。The bridge slab, whether it is a cast-in-place slab or a precast slab, usually faces the outside in the width direction of the road with the middle main girder on which it is placed as a boundary. Each has a drainage gradient. The magnitude of this gradient is
It depends on the length of the bridge deck in the width direction of the road and the number of girders.
【0007】このことは、工場で製作するプレキャスト
床版にとって大きな不利益をもたらす。まず、道路幅員
方向に一本となっているプレキャスト床版を製作しよう
とすると、そのつど、現場の状況に見合った中程を境に
して外側へ向けての勾配を考慮した大きな鋼製型枠を製
作しなければならず、型枠製作の日数を要し、また、製
作された鋼製型枠は、個々のプレキャスト床版のみで償
却するため、型枠コストが非常に高くつき、経済的不利
益を有する。This presents a major disadvantage to factory-made precast floor slabs. First of all, when trying to make a precast slab that is one in the width direction of the road, in each case, a large steel form frame considering the gradient toward the outside with the middle as the boundary of the site situation. Since it takes a lot of days to make the formwork, and the steel formwork made is amortized only by the individual precast floor slabs, the formwork cost is very high and economical. Has a disadvantage.
【0008】[0008]
【発明が解決しようとする課題】本発明は、上述のプレ
キャスト床版における型枠を製作するために要する日
数、型枠コストの経済的不利益という課題を解決すると
ともに排水勾配に適宜対応することのできるプレキャス
ト床版を提供するものである。DISCLOSURE OF THE INVENTION The present invention is to solve the problems of the economic disadvantage of the number of days and the cost of the formwork required for producing the formwork in the above-mentioned precast floor slab, and to appropriately cope with the drainage gradient. It provides a precast floor slab that can be used.
【0009】本発明は、上記課題を解決し、排水勾配に
適宜対応することができるプレキャスト床版を提供する
ため、プレキャスト床版の構成要件を、主桁方向に空間
を有して隣り合う床版部材の道路幅員方向に、上側鉄筋
を連続して配置し、隣り合う床版部材を接続するととも
に隣り合う床版部材のそれぞれに下側鉄筋を上記空間で
連続せずに重ね合わせて配置したことを特徴とするもの
である。The present invention solves the above problems and provides a precast floor slab capable of appropriately responding to a drainage gradient. Therefore, the constituent requirements of the precast floor slab are the floors adjacent to each other with a space in the main girder direction. In the road width direction of the plate member, the upper reinforcing bars are continuously arranged, the adjacent floor slab members are connected, and the lower reinforcing bars are arranged on each of the adjacent floor slab members without overlapping in the space. It is characterized by that.
【0010】[0010]
【作用】隣り合う床版部材が、空間を有して上側鉄筋の
みで連続しているので、この空間を境にして、曲げが可
能となり、隣り合う床版部材の反対方向または異なる大
きさの排水勾配に追随することができる。Since the adjacent floor slab members have a space and are continuous only by the upper reinforcing bar, it becomes possible to bend with this space as a boundary. It can follow the drainage gradient.
【0011】つぎに、本発明の実施例を図に基いて説明
する。図1は、主桁が3本の場合の鉄筋コンクリートプ
レキャスト床版を示す斜視図、図2は図1の橋軸方向を
見た拡大断面図である。プレキャスト床版1は、鋼製型
枠に中程の主桁相当箇所に主桁方向に空間2を有するよ
うにしてコンクリートを打設することによって形成され
る。コンクリートを打設するにあたり、予め鋼製型枠に
上側鉄筋3、下側鉄筋4a、4bを配置する。上側鉄筋
3は空間2を挟んで位置するコンクリート部材1a、1
bを接続するために道路幅員方向に連続して配置され、
下側鉄筋4a、4bはそれぞれ床版部材1a、1bに配
置され、空間2で連続せずに重ね合わせて配置される。
この実施例では、下側鉄筋4a、4bの重ね合わせ部分
は鍵状に形成されているが、L型状あるいは直線状であ
ってもよいことはもちろんである。Next, an embodiment of the present invention will be described with reference to the drawings. FIG. 1 is a perspective view showing a reinforced concrete precast floor slab with three main girders, and FIG. 2 is an enlarged cross-sectional view of the bridge axial direction of FIG. The precast floor slab 1 is formed by pouring concrete in a steel mold in such a manner that a space 2 is provided in the main girder direction at a position corresponding to the main girder in the middle. When pouring concrete, the upper rebar 3 and the lower rebars 4a and 4b are previously arranged in the steel form. The upper reinforcing bars 3 are concrete members 1a, 1 with the space 2 in between.
are arranged consecutively in the width direction of the road to connect b,
The lower rebars 4a and 4b are arranged on the floor slab members 1a and 1b, respectively, and are arranged in the space 2 so as not to be continuous with each other.
In this embodiment, the overlapping portions of the lower reinforcing bars 4a and 4b are formed in a key shape, but it goes without saying that they may be L-shaped or linear.
【0012】ここで、プレキャスト床版を形成する型枠
は、中程の主桁相当箇所から両外側へ向けての排水勾配
の大きさを考慮しなくてもよいので、プレキャスト床版
の底面に沿うように平坦に形成されているので、側板の
位置を替えるだけで種々の大きさのプレキャスト床版の
製作に対応できる。Here, the formwork forming the precast floor slab does not need to take into consideration the magnitude of the drainage gradient from the middle girder-corresponding portion toward both outer sides, so that the bottom surface of the precast floor slab is not considered. Since it is formed so as to be flat, it is possible to manufacture precast floor slabs of various sizes simply by changing the positions of the side plates.
【0013】このようにして全体として、主桁方向に空
間2を有して隣り合う床版部材1a、1bの道路幅員方
向に、上側鉄筋3を連続配置し、隣り合う床版部材1
a、1bを接続するとともに隣り合う床版部材1a、1
bのそれぞれに下側鉄筋4a、4bを上記空間2で連続
せずに重ね合わせて配置した鉄筋コンクリートプレキャ
スト床版が形成される。In this way, as a whole, the upper reinforcing bars 3 are continuously arranged in the road width direction of the adjacent floor slab members 1a and 1b having the space 2 in the main girder direction, and the adjacent floor slab members 1 are arranged.
a and 1b are connected and adjacent floor slab members 1a, 1
A reinforced concrete precast floor slab is formed in which the lower reinforcing bars 4a and 4b are arranged in the space 2 so as not to be continuous with each other and are superposed on each other.
【0014】図3は、本発明に係るプレキャスト床版を
3本の主桁上に架設した一例を示す斜視図、図4はその
要部の拡大断面図である。図において、まず、プレキャ
スト床版1を各主桁5上にフランジの両側に溶接等によ
り一体化しているL鋼材からなるハンチ部材6を介して
載置する。ここで、プレキャスト床版1の空間2は、中
程の主桁5に位置させ、橋梁幅員方向外側に向けて床版
部材1a、1bに排水勾配を付与する。床版部材1a、
1bは空間2を有して、上側鉄筋3のみで連続している
ので、排水勾配に追随することができる。ついで、空間
2にコンクリートを打設して、プレキャスト床版1と主
桁5とを一体化する。この実施例で、地覆部9は、別々
に加工してプレキャスト床版1の両側に取り付ける。な
お、7はスポンジパッキング、8はスタッドボルトであ
る。FIG. 3 is a perspective view showing an example in which the precast floor slab according to the present invention is installed on three main girders, and FIG. 4 is an enlarged cross-sectional view of the main part thereof. In the figure, first, the precast floor slab 1 is placed on each main girder 5 via a haunch member 6 made of L steel material integrated on both sides of the flange by welding or the like. Here, the space 2 of the precast floor slab 1 is located in the middle main girder 5 and imparts a drainage gradient to the floor slab members 1a, 1b toward the outside in the bridge width direction. Floor slab member 1a,
Since 1b has a space 2 and is continuous only by the upper reinforcing bar 3, it is possible to follow the drainage gradient. Then, concrete is poured into the space 2 to integrate the precast floor slab 1 and the main girder 5. In this embodiment, the ground covering 9 is processed separately and attached to both sides of the precast floor slab 1. In addition, 7 is a sponge packing and 8 is a stud bolt.
【0015】図5は、本発明を5本の主桁を有する橋梁
に適用した場合の実施例を示す概略図である。プレキャ
スト床版1は、中央の主桁51の上方相当部の空間2を
境にして外側に向けて排水勾配が形成されている。ここ
で、プレキャスト床版1の製作方法及びプレキャスト床
版1の桁51、52、53への載置方法は、上述の実施
例と同じである。FIG. 5 is a schematic view showing an embodiment in which the present invention is applied to a bridge having five main girders. The precast floor slab 1 is formed with a drainage gradient toward the outside with the space 2 in the upper equivalent part of the central main girder 51 as a boundary. Here, the method of manufacturing the precast floor slab 1 and the method of placing the precast floor slab 1 on the girders 51, 52, 53 are the same as those in the above-described embodiment.
【0016】[0016]
【発明の効果】本発明は、上述のようにしてなるので、
つぎの効果を有する。 (1) 隣り合う床版部材が、空間を有して上側鉄筋の
みで連続しているので、この空間を境にして、曲げが可
能になり、隣り合う床版部材の反対方向または異なる大
きさの排水勾配に追随できる。 (2) 隣り合う床版部材が、空間を有して上側鉄筋の
みで連続していることにより、この空間を境にして曲げ
が可能なので、幅員方向に一本のプレキャスト床版の型
枠作成にあたっても、排水勾配を考慮しなくても良い。
したがって、型枠は、プレキャスト床版の底面に沿うよ
うに平坦に形成すればよいので側板の位置を替えるだけ
で種々の大きさのプレキャスト床版の製作に対応するこ
とができる。そのため、型枠の製作期間を短くすること
ができ、かつ、コストを低くすることができる。 (3) 隣り合う床版の空間に位置する下側鉄筋は、互
いに重ね合わせているので、空間にコンクリートを打設
することにより一体性が強固となる。 (4) 隣り合う床版部材が、橋梁幅員方向に上側鉄筋
により一本に連続しているので、これまでのように橋梁
幅員方向に分割されているプレキャスト床版を連結する
という手間を省略することができる。Since the present invention has been made as described above,
It has the following effects. (1) Since the adjacent floor slab members have a space and are continuous only by the upper reinforcing bar, it becomes possible to bend with this space as a boundary, in the opposite direction of the adjacent floor slab members or in a different size. Can follow the drainage gradient of. (2) Since adjacent floor slab members have a space and are continuous only by the upper reinforcing bar, bending is possible with this space as a boundary, so the formwork of one precast floor slab is created in the width direction. Also in this case, it is not necessary to consider the drainage gradient.
Therefore, the mold frame may be formed flat along the bottom surface of the precast floor slab, so that it is possible to manufacture various sizes of precast floor slabs simply by changing the positions of the side plates. Therefore, the manufacturing period of the mold can be shortened and the cost can be reduced. (3) Since the lower rebars located in the spaces of the adjacent floor slabs are overlapped with each other, the concrete is cast in the spaces to strengthen the integrity. (4) Adjacent floor slab members are continuous in the width direction of the bridge by the upper reinforcing bars, so the labor of connecting the precast floor slabs divided in the width direction of the bridge is omitted. be able to.
【図1】本発明に係るプレキャスト床版の実施例を示す
斜視図である。FIG. 1 is a perspective view showing an embodiment of a precast floor slab according to the present invention.
【図2】図1を橋軸方向に見た拡大断面図である。FIG. 2 is an enlarged cross-sectional view of FIG. 1 viewed in the bridge axis direction.
【図3】本発明に係るプレキャスト床版を3本の主桁上
に架設した一例を示す斜視図である。FIG. 3 is a perspective view showing an example in which a precast floor slab according to the present invention is installed on three main girders.
【図4】図3の要部の拡大断面図である。FIG. 4 is an enlarged sectional view of a main part of FIG.
【図5】本発明に係るプレキャスト床版を5本の主桁上
に架設した一例を示す図式的断面図である。FIG. 5 is a schematic cross-sectional view showing an example in which a precast floor slab according to the present invention is installed on five main girders.
【図6】橋梁幅員方向に分割されて隣り合うプレキャス
ト床版の連結方法の従来例を示す断面図である。FIG. 6 is a cross-sectional view showing a conventional example of a method of connecting precast floor slabs that are divided in the bridge width direction and adjacent to each other.
1 ブレキャスト床版 1a 床版部材 1b 床版部材 2 空間 3 上側鉄筋 4a 下側鉄筋 4b 下側鉄筋 5 主桁 1 Brecast floor slab 1a Floor slab member 1b Floor slab member 2 Space 3 Upper rebar 4a Lower rebar 4b Lower rebar 5 Main girder
Claims (1)
材の道路幅員方向に、上側鉄筋を連続配置し、隣り合う
床版部材を接続するとともに隣り合う床版部材のそれぞ
れに下側鉄筋を上記空間で連続せずに重ね合わせて配置
してなることを特徴とする鉄筋コンクリートプレキャス
ト床版。1. An upper reinforcing bar is continuously arranged in the road width direction of adjacent floor slab members having a space in the main girder direction to connect the adjacent floor slab members and to lower each adjacent floor slab member. A reinforced concrete precast floor slab characterized by arranging side reinforcing bars in the above-mentioned space so as not to be continuous with each other.
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7111057A JP2671197B2 (en) | 1995-04-13 | 1995-04-13 | Reinforced concrete precast floor slab |
KR1019950024256A KR0163630B1 (en) | 1995-04-13 | 1995-08-05 | Reinforced precast concrete deck |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7111057A JP2671197B2 (en) | 1995-04-13 | 1995-04-13 | Reinforced concrete precast floor slab |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH08284116A JPH08284116A (en) | 1996-10-29 |
JP2671197B2 true JP2671197B2 (en) | 1997-10-29 |
Family
ID=14551320
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7111057A Expired - Fee Related JP2671197B2 (en) | 1995-04-13 | 1995-04-13 | Reinforced concrete precast floor slab |
Country Status (2)
Country | Link |
---|---|
JP (1) | JP2671197B2 (en) |
KR (1) | KR0163630B1 (en) |
Families Citing this family (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100296420B1 (en) * | 1998-09-02 | 2001-10-26 | 남상국 | Method of joining joint between precast concrete bridge deck and mold |
KR101222523B1 (en) * | 2010-11-11 | 2013-01-15 | 평산에스아이 주식회사 | Precast tunnel structure using corrugated multi plate |
KR101222522B1 (en) * | 2010-11-12 | 2013-01-15 | 평산에스아이 주식회사 | Precast tunnel structure using corrugated multi plate |
KR101109169B1 (en) * | 2011-09-27 | 2012-02-24 | 오민수 | Method for constructing tunnel using precast concrete panel |
JP6630105B2 (en) * | 2015-10-01 | 2020-01-15 | 株式会社三井E&S鉄構エンジニアリング | Connecting structure of floating body for floating pier |
JP7028639B2 (en) * | 2017-12-28 | 2022-03-02 | 大林道路株式会社 | Filling construction method for joints |
CN108708274A (en) * | 2018-08-03 | 2018-10-26 | 重庆大学 | A kind of wet seam construction of prefabricated assembled concrete floorings |
JP7444714B2 (en) * | 2020-06-29 | 2024-03-06 | 清水建設株式会社 | Joint structure of precast steel concrete composite deck slab and slab replacement method |
KR102364648B1 (en) * | 2021-07-08 | 2022-02-18 | (주)상보 | Bridge super structure with uniform stress transfer and construction method thereof |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5139780A (en) * | 1974-09-25 | 1976-04-02 | Shigeru Kogyo Kk | KENCHIKUYOHEKIMENZAI NO SEIZOHOHO |
JPS5910441A (en) * | 1982-07-08 | 1984-01-19 | Nippon Steel Corp | Production of non-tempered high tension bolt |
-
1995
- 1995-04-13 JP JP7111057A patent/JP2671197B2/en not_active Expired - Fee Related
- 1995-08-05 KR KR1019950024256A patent/KR0163630B1/en not_active IP Right Cessation
Also Published As
Publication number | Publication date |
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KR960037966A (en) | 1996-11-19 |
JPH08284116A (en) | 1996-10-29 |
KR0163630B1 (en) | 1998-12-15 |
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