CN108867374A - A kind of wet seam construction of floorings U-shaped reinforcing bar and construction method for exempting from bed die - Google Patents
A kind of wet seam construction of floorings U-shaped reinforcing bar and construction method for exempting from bed die Download PDFInfo
- Publication number
- CN108867374A CN108867374A CN201810869717.8A CN201810869717A CN108867374A CN 108867374 A CN108867374 A CN 108867374A CN 201810869717 A CN201810869717 A CN 201810869717A CN 108867374 A CN108867374 A CN 108867374A
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- Prior art keywords
- reinforcing bar
- floorings
- prefabricated
- shaped
- wet
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Classifications
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- 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
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
Abstract
The invention discloses a kind of wet seam constructions of floorings U-shaped steel muscle and construction method for exempting from bed die, and wet seam includes prefabricated bridge, pre-buried U-shaped reinforcing bar, longitudinal reinforcement, cast-in-place concrete.In the prefabricated floorings with U-shaped reinforcing bar of precasting yard, prefabricated bridge is in the vertical V-shaped groove in seam crossing side, utilize U-shaped reinforcing bar on-site hoisting prefabricated bridge, contiguous prefabricated floorings bottom level to stretch out step configuration, the bottom plate of closure is formed in spelling, partial precast plate can be used as the bed die of wet seam, overlap U-shaped reinforcing bar mutually simultaneously, and it is bound by longitudinal reinforcement and reinforces connection, leakproof reinforcing bar is placed in the V-shaped part of wet seam lower end, by cast-in-place wet joint concrete, being formed has the wet seam being reliably connected.Compared to traditional wet seam of prefabricated bridge, the wet seam construction eliminate wet joint concrete it is cast-in-place when template, accelerate site operation speed, be a kind of technological means for realizing the fast and reliable connection of prefabricated bridge.
Description
Technical field
The invention belongs to technical field of bridge engineering, and in particular to a kind of wet seam structure of floorings U-shaped reinforcing bar for exempting from bed die
It makes and construction method.
Background technique
Conventional prefabricated bridge needs pre-buried lifting lug reinforcing bar, before floorings carry out wet tape splicing concreting after mounting,
Supporting module is usually required, site operation speed can be reduced, influences the appearance of joint concrete, it is wet in order to which prefabricated formwork erection is convenient
Tape splicing embedded bar is usually straight muscle, can cause the fatigue problem of reinforcing bar in wet seam.
Summary of the invention
To solve the above problems, the invention discloses a kind of wet seam constructions of floorings U-shaped reinforcing bar and construction for exempting from bed die
Method, power transmission efficiency is high, is easy to construct, good integrity.
In order to achieve the above objectives, technical scheme is as follows：
A kind of wet seam construction of floorings U-shaped steel muscle for exempting from bed die, it is characterised in that：Including two prefabricated bridges, U-shaped steel
Muscle, longitudinal reinforcement, cast-in-place concrete, leakproof reinforcing bar, the U-shaped reinforcing bar are embedded in prefabricated bridge, from the contiguous prefabricated beam wing
The U-shaped reinforcing bar that listrium stretches out is laterally staggered along floorings, and penetrates longitudinal reinforcement, two prefabricated bridges in its knee
Opposite face lower horizontal to there is a step, two prefabricated bridges are in the vertical V-shaped groove in seam crossing side, the leakproof reinforcing bar
It is arranged in v-depression, the step and leakproof reinforcing bar form the bottom plate being closed, and pour cast-in-place concrete above bottom plate.
Further, the prefabricated bridge step with a thickness of the 1/3 ~ 1/4 of floorings overall thickness.
Further, the intensity of the cast-in-place concrete is C40 ~ C60 or ultra-high performance concrete.
A kind of construction method of the wet seam of floorings U-shaped steel muscle that exempting from bed die, includes the following steps：
1）Make floorings steel mesh and U-shaped reinforcing bar；
2）Batch production prefabricated bridge, U-shaped reinforcing bar expose the side of bridge deck concrete, and prefabricated bridge is perpendicular in seam crossing side
To V-shaped groove, prefabricated bridge side horizontal is to forming step configuration；
3）Prefabricated bridge is transported to erecting bed, lift using the U-shaped reinforcing bar of exposing in place；
4）A longitudinal leakproof reinforcing bar, other longitudinal reinforcements and U are placed in the lower end V-shaped part of contiguous prefabricated floorings splicing seams
The binding connection of shape reinforcing bar；
5）Wet joint concrete is poured, integrated deck plate is formed, can be come into operation after conserving as required.
The beneficial effects of the invention are as follows：
1, the upper and lower level reinforcing bar that U-shaped reinforcing bar is constituted, can be reliably transmitted moment of flexure and axial tension, make structural connection position
Linear deformation is coordinated, and U-shaped reinforcing bar can construct with solderless, fine the fatigue problem for alleviating reinforcing bar in wet seam；
2, the error range to the pre-buried position of reinforcing bar can be relaxed, it is closely knit to be also conducive to concrete vibrating；
3, U-shaped reinforcing bar can be used as suspension centre, not need additionally to bury lifting lug reinforcing bar；
4, in seam crossing side, vertically V-shaped groove constructs prefabricated bridge, improves the power transmission effect of wet seam；
5, contiguous prefabricated floorings bottom level forms the bottom plate of closure in spelling, realizes wet to the step configuration of stretching
Seam is without bed die rapid construction.
Detailed description of the invention
Fig. 1 is the wet seam construction effect picture of prefabricated bridge；
Fig. 2 is elevation before prefabricated bridge splices；
Fig. 3 is elevation after prefabricated bridge splicing；
Fig. 4 is prefabricated bridge splicing back plan view.
Reference signs list：
1,2 it is two kinds of prefabricated bridges, 3 be U-shaped reinforcing bar, 4 be longitudinal reinforcement, 5 be cast-in-place concrete, 6 is leakproof reinforcing bar.
Specific embodiment
With reference to the accompanying drawings and detailed description, the present invention is furture elucidated, it should be understood that following specific embodiments are only
For illustrating the present invention rather than limiting the scope of the invention.It should be noted that word " preceding " used in the following description,
" rear ", "left", "right", "up" and "down" refer to that the direction in attached drawing, word "inner" and "outside" refer respectively to direction or remote
Direction from geometric center of specific component.
The invention discloses a kind of wet seam construction of floorings U-shaped reinforcing bar and construction method for exempting from bed die, the floorings U
The wet seam of shape reinforcing bar includes two kinds of prefabricated bridges 1,2, U-shaped reinforcing bar 3, longitudinal reinforcement 4, cast-in-place concrete 5, bottom steel-leakage preventing
Muscle 6, the pre-buried U-shaped reinforcing bar 3 in prefabricated bridge, prefabricated bridge is in the vertical V-shaped groove in seam crossing side, contiguous prefabricated bridge
Panel bottom level forms the bottom plate of closure when prefabricated bridge spelling, partial precast plate can be used as wet to step configuration is stretched out
The bed die of seam, while overlap U-shaped reinforcing bar 3 mutually, and bind by longitudinal reinforcement and reinforce connection, the V in wet seam lower end
The longitudinal reinforcement 6 that mortar leakage prevention is placed in shape mouth, by cast-in-place wet joint concrete 5, being formed has the wet seam structure being reliably connected
Make, prefabricated bridge step configuration with a thickness of the 1/3 ~ 1/4 of floorings overall thickness, the intensity of cast-in-place wet joint concrete is
C40 ~ C60 or ultra-high performance concrete.
Using U-shaped reinforcing bar as the suspension centre of installation, scene does not need to install wet tape splicing bed die, can increase substantially scene
Speed of application, the transverse lap of U-shaped reinforcing bar keep the overall performance of wet tape splicing concrete more preferable.Above-mentioned floorings U-shaped reinforcing bar is wet to be connect
The construction method for stitching construction, includes the following steps：
1）Make floorings steel mesh and U-shaped reinforcing bar；
2）Batch production prefabricated bridge, U-shaped reinforcing bar expose the side of bridge deck concrete, and prefabricated bridge is perpendicular in seam crossing side
To V-shaped groove, prefabricated bridge side horizontal is to forming step configuration；
3）Prefabricated bridge is transported to erecting bed, lift using the U-shaped reinforcing bar of exposing in place；
4）A longitudinal leakproof reinforcing bar, other longitudinal reinforcements and U are placed in the lower end V-shaped part of contiguous prefabricated floorings splicing seams
The binding connection of shape reinforcing bar；
5）Wet joint concrete is poured, integrated deck plate is formed, can be come into operation after conserving as required.
The technical means disclosed in the embodiments of the present invention is not limited only to technological means disclosed in above embodiment, further includes
Technical solution consisting of any combination of the above technical features.
Claims (4)
1. a kind of wet seam construction of floorings U-shaped steel muscle for exempting from bed die, it is characterised in that：Including two prefabricated bridges, U-shaped steel
Muscle, longitudinal reinforcement, cast-in-place concrete, leakproof reinforcing bar, the U-shaped reinforcing bar are embedded in prefabricated bridge, from the contiguous prefabricated beam wing
The U-shaped reinforcing bar that listrium stretches out is laterally staggered along floorings, and penetrates longitudinal reinforcement, two prefabricated bridges in its knee
Opposite face lower horizontal to there is a step, two prefabricated bridges are in the vertical V-shaped groove in seam crossing side, the leakproof reinforcing bar
It is arranged in v-depression, the step and leakproof reinforcing bar form the bottom plate being closed, and pour cast-in-place concrete above bottom plate.
2. a kind of wet seam construction of floorings U-shaped steel muscle for exempting from bed die according to claim 1, it is characterised in that：It is described
Prefabricated bridge step with a thickness of the 1/3 ~ 1/4 of floorings overall thickness.
3. a kind of wet seam construction of floorings U-shaped steel muscle for exempting from bed die according to claim 1, it is characterised in that：It is described
The intensity of cast-in-place concrete is C40 ~ C60 or ultra-high performance concrete.
4. a kind of construction method for the wet seam of floorings U-shaped steel muscle for exempting from bed die, it is characterised in that：Include the following steps：
1）Make floorings steel mesh and U-shaped reinforcing bar；
2）Batch production prefabricated bridge, U-shaped reinforcing bar expose the side of bridge deck concrete, and prefabricated bridge is perpendicular in seam crossing side
To V-shaped groove, prefabricated bridge side horizontal is to forming step configuration；
3）Prefabricated bridge is transported to erecting bed, lift using the U-shaped reinforcing bar of exposing in place；
4）A longitudinal leakproof reinforcing bar, other longitudinal reinforcements and U are placed in the lower end V-shaped part of contiguous prefabricated floorings splicing seams
The binding connection of shape reinforcing bar；
5）Wet joint concrete is poured, integrated deck plate is formed, can be come into operation after conserving as required.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810869717.8A CN108867374A (en) | 2018-08-02 | 2018-08-02 | A kind of wet seam construction of floorings U-shaped reinforcing bar and construction method for exempting from bed die |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810869717.8A CN108867374A (en) | 2018-08-02 | 2018-08-02 | A kind of wet seam construction of floorings U-shaped reinforcing bar and construction method for exempting from bed die |
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| Publication Number | Publication Date |
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| CN108867374A true CN108867374A (en) | 2018-11-23 |
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| CN201810869717.8A Pending CN108867374A (en) | 2018-08-02 | 2018-08-02 | A kind of wet seam construction of floorings U-shaped reinforcing bar and construction method for exempting from bed die |
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Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109487686A (en) * | 2018-12-29 | 2019-03-19 | 武汉理工大学 | A kind of unit construction bridge panel transverse joint using UHPC grouting material |
| CN109518602A (en) * | 2018-12-05 | 2019-03-26 | 中交公路规划设计院有限公司 | Without modelling post-cast strip prefabricated reinforced concrete floorings |
| CN109972520A (en) * | 2019-03-06 | 2019-07-05 | 安徽省公路桥梁工程有限公司 | The construction method of prefabricated bridge mounting structure |
| CN110344323A (en) * | 2019-07-02 | 2019-10-18 | 南京梦联桥传感科技有限公司 | A kind of wet seam construction of super hardening high-performance and construction technology |
| CN110670482A (en) * | 2019-10-22 | 2020-01-10 | 张鹏 | Bolt connecting device between prefabricated bridge decks of assembled bridge |
| CN110700079A (en) * | 2019-10-15 | 2020-01-17 | 浙江省交通规划设计研究院有限公司 | Wave-shaped steel plate combination beam without upper flange and manufacturing method thereof |
| CN111472250A (en) * | 2020-04-24 | 2020-07-31 | 天津市市政工程设计研究院 | Weldless small box girder wet joint structure and method adopting ultra-high performance concrete |
| CN111851297A (en) * | 2020-07-01 | 2020-10-30 | 上海市政工程设计研究总院（集团）有限公司 | Wet joint construction method for prefabricated lane plates in tunnel |
| CN112323635A (en) * | 2020-10-28 | 2021-02-05 | 中铁大桥局集团有限公司 | Construction method for cast-in-place wet joint and bridge structure |
| CN112359675A (en) * | 2020-10-20 | 2021-02-12 | 河南省交通勘察设计有限公司 | Pavement concrete expansion reinforcing belt and construction method thereof |
| CN113430913A (en) * | 2021-06-24 | 2021-09-24 | 中铁隧道局集团建设有限公司 | Wet joint construction method for steel plate combination beam bridge deck slab |
| CN116591318A (en) * | 2023-04-24 | 2023-08-15 | 中国建筑一局(集团)有限公司 | Combined pressure-bearing platform and anti-leakage method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08199693A (en) * | 1995-01-30 | 1996-08-06 | Mitsubishi Heavy Ind Ltd | Connection part construction of precast concrete member |
| CN2747298Y (en) * | 2004-12-07 | 2005-12-21 | 吴方伯 | Reinforced concrete hollow prefabricated member board |
| JP2015001045A (en) * | 2013-06-13 | 2015-01-05 | 川田建設株式会社 | Joint structure of precast concrete floor slab |
| CN204530475U (en) * | 2015-03-30 | 2015-08-05 | 上海市城市建设设计研究总院 | Little width bridge deck wet seam syndeton |
| CN207331428U (en) * | 2017-07-05 | 2018-05-08 | 安徽省交通规划设计研究总院股份有限公司 | A kind of O-shaped reinforcing steel bar connecting device of concrete plate beam |
| JP2018080461A (en) * | 2016-11-14 | 2018-05-24 | 鹿島建設株式会社 | Connection structure and connection method |
-
2018
- 2018-08-02 CN CN201810869717.8A patent/CN108867374A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08199693A (en) * | 1995-01-30 | 1996-08-06 | Mitsubishi Heavy Ind Ltd | Connection part construction of precast concrete member |
| CN2747298Y (en) * | 2004-12-07 | 2005-12-21 | 吴方伯 | Reinforced concrete hollow prefabricated member board |
| JP2015001045A (en) * | 2013-06-13 | 2015-01-05 | 川田建設株式会社 | Joint structure of precast concrete floor slab |
| CN204530475U (en) * | 2015-03-30 | 2015-08-05 | 上海市城市建设设计研究总院 | Little width bridge deck wet seam syndeton |
| JP2018080461A (en) * | 2016-11-14 | 2018-05-24 | 鹿島建設株式会社 | Connection structure and connection method |
| CN207331428U (en) * | 2017-07-05 | 2018-05-08 | 安徽省交通规划设计研究总院股份有限公司 | A kind of O-shaped reinforcing steel bar connecting device of concrete plate beam |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109518602A (en) * | 2018-12-05 | 2019-03-26 | 中交公路规划设计院有限公司 | Without modelling post-cast strip prefabricated reinforced concrete floorings |
| CN109487686A (en) * | 2018-12-29 | 2019-03-19 | 武汉理工大学 | A kind of unit construction bridge panel transverse joint using UHPC grouting material |
| CN109972520A (en) * | 2019-03-06 | 2019-07-05 | 安徽省公路桥梁工程有限公司 | The construction method of prefabricated bridge mounting structure |
| CN110344323A (en) * | 2019-07-02 | 2019-10-18 | 南京梦联桥传感科技有限公司 | A kind of wet seam construction of super hardening high-performance and construction technology |
| CN110700079A (en) * | 2019-10-15 | 2020-01-17 | 浙江省交通规划设计研究院有限公司 | Wave-shaped steel plate combination beam without upper flange and manufacturing method thereof |
| CN110670482B (en) * | 2019-10-22 | 2021-11-12 | 江苏月生达机械制造有限公司 | Bolt connecting device between prefabricated bridge decks of assembled bridge |
| CN110670482A (en) * | 2019-10-22 | 2020-01-10 | 张鹏 | Bolt connecting device between prefabricated bridge decks of assembled bridge |
| CN111472250A (en) * | 2020-04-24 | 2020-07-31 | 天津市市政工程设计研究院 | Weldless small box girder wet joint structure and method adopting ultra-high performance concrete |
| CN111851297A (en) * | 2020-07-01 | 2020-10-30 | 上海市政工程设计研究总院（集团）有限公司 | Wet joint construction method for prefabricated lane plates in tunnel |
| CN112359675A (en) * | 2020-10-20 | 2021-02-12 | 河南省交通勘察设计有限公司 | Pavement concrete expansion reinforcing belt and construction method thereof |
| CN112323635A (en) * | 2020-10-28 | 2021-02-05 | 中铁大桥局集团有限公司 | Construction method for cast-in-place wet joint and bridge structure |
| CN113430913A (en) * | 2021-06-24 | 2021-09-24 | 中铁隧道局集团建设有限公司 | Wet joint construction method for steel plate combination beam bridge deck slab |
| CN116591318A (en) * | 2023-04-24 | 2023-08-15 | 中国建筑一局(集团)有限公司 | Combined pressure-bearing platform and anti-leakage method |
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Application publication date: 20181123 |
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