CN115198701A - Wet seam connection structure of assembled aqueduct - Google Patents

Wet seam connection structure of assembled aqueduct Download PDF

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Publication number
CN115198701A
CN115198701A CN202211067823.7A CN202211067823A CN115198701A CN 115198701 A CN115198701 A CN 115198701A CN 202211067823 A CN202211067823 A CN 202211067823A CN 115198701 A CN115198701 A CN 115198701A
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China
Prior art keywords
aqueduct
wall plate
reinforcing
lengthened
bar
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Granted
Application number
CN202211067823.7A
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Chinese (zh)
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CN115198701B (en
Inventor
孙军红
荣彬
高江林
张松
胡松涛
陈芳
刘达
叶霞
王全
王剑
熊俊
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Jiangxi Academy of Water Resources
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Jiangxi Academy of Water Resources
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Priority to CN202211067823.7A priority Critical patent/CN115198701B/en
Publication of CN115198701A publication Critical patent/CN115198701A/en
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Publication of CN115198701B publication Critical patent/CN115198701B/en
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B5/00—Artificial water canals, e.g. irrigation canals
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/16—Sealings or joints
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B5/00—Artificial water canals, e.g. irrigation canals
    • E02B5/02—Making or lining canals
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D15/00—Handling building or like materials for hydraulic engineering or foundations
    • E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/16—Arrangement or construction of joints in foundation structures
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00—Miscellaneous
    • E02D2600/30—Miscellaneous comprising anchoring details
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/20—Hydro energy

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Mechanical Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The invention provides an assembled aqueduct wet joint connecting structure, which belongs to the technical field of aqueduct construction and comprises a wall plate and an anchoring structure; the wall plates of two adjacent transition groove sections are arranged at intervals, and a joint is formed; the anchoring structure comprises a reserved groove, a lengthened steel bar and a steel bar pore passage; the free ends of the lengthened steel bars penetrate through the steel bar pore passages of the adjacent wall plates and are fixed by means of the anchoring parts; a plurality of horizontal reinforcing steel bars are arranged on the upper side or the lower side of each lengthened reinforcing steel bar at intervals, and the horizontal reinforcing steel bars are connected with the lengthened reinforcing steel bars through a plurality of first reinforcing steel bars. According to the assembly type aqueduct wet joint connecting structure, the reinforcing steel bar connecting strength between two adjacent wall plates is improved by means of the lengthened reinforcing steel bars and the reinforcing steel bar pore channels; the connection strength between the cast-in-place concrete and the wall plate at the joint is improved through the design of the reserved groove; the horizontal steel bars and the first reinforcing ribs are arranged at the end parts of the wall plates, so that concrete at the position is not easy to fall off under the action of prestress; and the anchoring structure is simple and reliable, and the construction is convenient.

Description

Wet seam connection structure of assembled aqueduct
Technical Field
The invention belongs to the technical field of aqueduct construction, and particularly relates to an assembly type aqueduct wet joint connecting structure.
Background
In the aqueduct, in order to improve the waterproof and impervious capability, load transmission and structural integral performance of the aqueduct, the sectional aqueduct is connected by adopting a wet joint section mode. In the conventional method, the reinforcing steel bars of the aqueduct are mutually overlapped in a wet joint area or welded, and in order to meet the requirement of overlapping length, the length of a wet joint section is longer, so that the cast-in-place workload of a construction site is larger. When the reinforcing steel bars are connected in a welding mode, the welding workload of a construction site is large. These two kinds of connection structure all have that work load is big, the construction degree of difficulty is high, and the steel bar connection quality can't obtain guaranteeing, and then the joint strength between the adjacent aqueduct section can't guarantee.
Disclosure of Invention
The invention aims to provide an assembly type aqueduct wet joint connecting structure, aiming at improving the connecting strength between two adjacent wall plates.
In order to achieve the purpose, the invention adopts the technical scheme that: there is provided a fabricated aqueduct wet seam connection structure, including:
the wallboards of the two adjacent transition groove sections are arranged at intervals and form a seam;
the anchoring structure comprises a reserved groove arranged in the middle of the wall plate, a lengthened steel bar extending outwards from the end part of the wall plate and a steel bar hole channel arranged in the wall plate; the free ends of the lengthened steel bars penetrate through the steel bar pore canals of the adjacent wall plates and are fixed by means of anchoring parts; the upper side or the lower side of the lengthened steel bar are provided with a plurality of horizontal steel bars at intervals, and the horizontal steel bars are connected with the lengthened steel bar through a plurality of first reinforcing ribs.
As another embodiment of the application, the lengthened steel bars are positioned at the upper part of the wall plate, the steel bar pore canal is arranged at the lower part of the wall plate, and the inlet of the steel bar pore canal is arranged in the reserved groove.
As another embodiment of this application, the wallboard is equipped with a plurality ofly along the thickness direction interval the extension bar, correspondingly, the reinforcing bar pore canal also is equipped with a plurality ofly.
As another embodiment of the present application, the elongated steel bars on two adjacent wall plates are staggered along a thickness direction of the wall plate.
As another embodiment of the application, the reserved groove is trapezoidal, and the area of the opening end of the reserved groove is smaller than that of the groove bottom.
As another embodiment of this application, the end connection of horizontal reinforcing bar has the second strengthening rib, the second strengthening rib runs through reserve groove and with the reinforcing bar connection that adds is lengthened.
As another embodiment of the present application, one end of the wall plate is provided with a T-shaped connector, the T-shaped connector comprising:
the longitudinal connecting piece is arranged in parallel with the first reinforcing rib and is used for connecting the horizontal reinforcing steel bars and the lengthened reinforcing steel bars;
the transverse connecting piece is vertically connected to the longitudinal connecting piece; the transverse connecting piece transversely penetrates through the reserved groove.
As another embodiment of the present application, a connection hole for accommodating the transverse connection member is opened at one end of the wall plate away from the T-shaped connection member.
As another embodiment of the application, the transverse connecting piece is provided with a bolt hole, and the wall plate is provided with an anchoring hole corresponding to the bolt hole; the transverse connecting piece is connected with the wall plate by means of a bolt.
As another embodiment of the present application, the transverse link is located at a middle portion or a lower portion of the longitudinal link.
The assembly type aqueduct wet joint connecting structure provided by the invention has the beneficial effects that: compared with the prior art, the assembly type aqueduct wet joint connecting structure improves the connecting strength of the reinforcing steel bars between two adjacent wall plates by means of the lengthened reinforcing steel bars extending from the end parts of the wall plates and the reinforcing steel bar pore passages arranged in the wall plates; the connection strength between the cast-in-place concrete and the wall plate at the joint is improved through the design of the reserved groove; the horizontal reinforcing steel bars and the first reinforcing ribs are arranged at the end parts of the wall plates, so that the integrity of concrete at the connecting part is enhanced, and the concrete at the connecting part is not easy to fall off under the action of prestress; the anchoring structure is simple and reliable, and construction is convenient.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed for the embodiments or the prior art descriptions will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.
Fig. 1 is a schematic structural diagram of a fabricated aqueduct provided in an embodiment of the invention;
fig. 2 is a schematic structural view of an anchoring structure of a fabricated aqueduct wet seam connection structure according to a first embodiment of the present invention;
fig. 3 is a schematic view illustrating a coupling effect of a fabricated aqueduct wet seam coupling structure according to a first embodiment of the present invention;
fig. 4 is a structural view illustrating an anchoring structure of a fabricated aqueduct wet joint connecting structure according to a second embodiment of the present invention;
fig. 5 is a schematic view illustrating a coupling effect of a fabricated aqueduct wet seam coupling structure according to a second embodiment of the present invention;
fig. 6 is a schematic view illustrating a coupling effect of a fabricated aqueduct wet-seam coupling structure according to a third embodiment of the present invention.
In the figure: 1. wall plates; 2. horizontal reinforcing steel bars; 3. lengthening the reinforcing steel bars; 4. a steel bar duct; 5. reserving a groove; 6. a first reinforcing rib; 7. a second reinforcing rib; 8. an anchoring member; 9. a longitudinal connector; 10. a transverse connector; 11. and (4) bolts.
Detailed Description
In order to make the technical problems, technical solutions and advantageous effects to be solved by the present invention more clearly apparent, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
Referring to fig. 1 to 6, the assembled aqueduct wet seam connection structure provided by the present invention will now be described. The assembly type aqueduct wet joint connecting structure comprises a wall plate 1 and an anchoring structure; the wall plates 1 of two adjacent transition groove sections are arranged at intervals, and a seam is formed; the anchoring structure comprises a reserved groove 5 arranged in the middle of the wall plate 1, a lengthened steel bar 3 extending outwards from the end part of the wall plate 1 and a steel bar hole 4 arranged in the wall plate 1; the free ends of the lengthened steel bars 3 penetrate through the steel bar pore passages 4 of the adjacent wall plates 1 and are fixed by the anchoring parts 8; the upside or the downside interval of extension bar 3 are equipped with a plurality of horizontal reinforcement 2, and horizontal reinforcement 2 connects extension bar 3 with the help of the first strengthening rib 6 of a plurality of.
Compared with the prior art, the assembly type aqueduct wet joint connecting structure provided by the invention has the advantages that the wall plates 1 of two adjacent aqueduct sections are arranged at intervals to form joints, the two wall plates 1 are connected by the aid of the lengthened steel bars 3, and then the joints are filled by cast-in-place concrete.
One section of the lengthened steel bar 3 is horizontally fixed in the wall plate 1, the other section of the lengthened steel bar 3 extends out of the end part of the wall plate 1, the lengthened steel bar 3 extending out is used for penetrating through a steel bar hole 4 on the adjacent wall plate 1, and the part of the lengthened steel bar 3 extending out of the steel bar hole 4 is fixed by an anchoring piece 8. The reinforcing bar 3 is used for enhancing the connection strength between two adjacent wall plates 1. And when concreting, the concrete can get into reinforcing bar pore 4 from the opening part of reinforcing bar pore 4 and solidify the shaping, has further strengthened the joint strength between extension bar 3 and reinforcing bar pore 4 to and the joint strength between two adjacent wallboards 1.
A plurality of horizontal steel bars 2 are arranged on the upper side or the lower side of the lengthened steel bar 3, and the horizontal steel bars 2 are parallel to the horizontal section of the lengthened steel bar 3, which is positioned on the inner side of the wall plate 1; and the horizontal sections of the horizontal steel bars 2 and the lengthened steel bars 3 are connected by means of the first reinforcing ribs 6, and the first reinforcing ribs 6 are perpendicular to the horizontal sections of the horizontal steel bars 2 and the lengthened steel bars 3. First strengthening rib 6 is connected horizontal reinforcement 2 and extension reinforcing bar 3, has improved wallboard 1's bulk strength, improves the joint strength between wallboard 1 and the extension reinforcing bar 3 to and the local strength of 1 tip of wallboard has been improved.
In addition, a reserved groove 5 is arranged at the end part of the wall plate 1, and when concrete is cast in place, the reserved groove 5 is filled with the concrete, so that the connection strength between the cast-in-place concrete part at the joint and the wall plate 1 is enhanced.
According to the assembly type aqueduct wet joint connecting structure provided by the invention, the reinforcing steel bar connecting strength between two adjacent wall plates 1 is improved by virtue of the lengthened reinforcing steel bars 3 extending from the end parts of the wall plates 1 and the reinforcing steel bar pore passages 4 arranged in the wall plates 1; the connection strength between the cast-in-place concrete at the joint and the wall plate 1 is improved through the design of the reserved groove 5; the horizontal steel bars 2 and the first reinforcing ribs 6 are arranged at the end parts of the wall plates 1, so that the integrity of concrete at the joint is enhanced, and the concrete at the joint is not easy to fall off under the action of prestress; the anchoring structure is simple and reliable, and construction is convenient.
In some possible embodiments, referring to fig. 2 and 3, the extension bar 3 is located at the lower portion of the wall plate 1, and the extension bar 3 extends from the end of the wall plate 1 to the outside in a downwardly curved arc shape; correspondingly, the reinforcing steel bar pore passage 4 is in an arc shape bent downwards, an inlet of the reinforcing steel bar pore passage 4 is formed in the end face of the lower portion of the wall plate 1, and an outlet of the reinforcing steel bar pore passage 4 is formed in the lower end face of the wall plate 1. The extension part of the lengthened steel bar 3 enters from the inlet of the steel bar hole 4, penetrates through the steel bar hole 4 and extends out from the outlet of the steel bar hole 4, and the extending end is fixed by the anchoring piece 8. Optionally, the anchoring part 8 is a welding part or a carbon steel Q235 steel bar anchoring plate.
Optionally, the both ends of wallboard 1 outwards extend respectively and have a extension bar 3, and the extension bar 3 at the both ends of same wallboard 1 sets up along wallboard 1's thickness direction is crisscross, and the both ends of wallboard 1 that correspond all are equipped with reinforcing bar pore 4, and reinforcing bar pore 4 at both ends corresponds extension bar 3 on another wallboard 1 respectively.
The lengthened steel bars 3 on two adjacent wall plates 1 are arranged in a staggered mode in the thickness direction of the wall plates 1.
When two adjacent wall plates 1 are connected by the reinforcing bars 3, two connecting parts of the reinforcing bars 3 arranged at intervals in the thickness direction are formed between the two wall plates 1.
In some possible embodiments, referring to fig. 4 and 5, the reinforcing bars 3 are located at the upper part of the wall plate 1, the reinforcing bar duct 4 is opened at the lower part of the wall plate 1, and the entrance of the reinforcing bar duct 4 is opened in the preformed groove 5.
The extension bar 3 is arranged at the upper part of the wall plate 1, and the extension part of the extension bar 3 is bent downwards to penetrate through the bar channel 4 of the other wall plate 1 and extend out from the lower end of the bar channel 4.
The entrance of the steel bar hole channel 4 is positioned in the reserved groove 5, and the exit is positioned on the lower end surface of the wall plate 1. When pouring, the reserved groove 5 and the joint are filled with cast-in-place concrete, and the connection strength between the concrete at the joint part and the wall plate 1 is improved by the aid of the lengthened steel bars 3 penetrating through the reserved groove 5.
Optionally, wallboard 1 is equipped with a plurality of extension bar 3 along the thickness direction interval, and correspondingly, reinforcing bar pore 4 also is equipped with a plurality ofly.
Wallboard 1 is provided with a plurality of extension bars 3 and 3 tunnels of extension bar along thickness direction in turn, and when the installation, extension bar 3 alternate connection improves joint strength to and the wholeness of connecting, guarantee that two wallboard 1's atress is even.
In some possible embodiments, referring to fig. 2, 4 to 6, the preformed groove 5 is trapezoidal, and the area of the opening end of the preformed groove 5 is smaller than the area of the groove bottom.
The reserved groove 5 is a trapezoidal groove, the area of an opening of the trapezoidal groove is smaller than that of the bottom of the groove, and after concrete is poured at the joint, the concrete flows into the reserved groove 5 and is connected with the wall plate 1; the waterproof and anti-permeability capability of the structure is improved, the structure with the large inside and the small outside is not easy to fall off, and the connection strength between the two wall plates 1 is enhanced.
Optionally, the end of the horizontal steel bar 2 is connected with a second reinforcing rib 7, and the second reinforcing rib 7 penetrates through the preformed groove 5 and is connected with the elongated steel bar 3.
Still be equipped with second strengthening rib 7 between horizontal reinforcement 2 and the extension bar 3, the tip of horizontal reinforcement 2 is connected to second strengthening rib 7, and second strengthening rib 7 runs through preformed groove 5. The second reinforcing rib 7 not only achieves the purpose of connecting the horizontal reinforcing bars 2 and the lengthened reinforcing bars 3, improves the integrity of the end part of the wallboard 1, but also can improve the connection strength of the wallboard 1 and cast-in-place concrete after the cast-in-place concrete is finished.
In some possible embodiments, referring to fig. 6, one end of the wall plate 1 is provided with a T-shaped connector, which comprises a longitudinal connector 9 and a transverse connector 10; the longitudinal connecting piece 9 is arranged in parallel with the first reinforcing rib 6 and is connected with the horizontal reinforcing steel bar 2 and the lengthened reinforcing steel bar 3; the transverse connecting piece 10 is vertically connected to the longitudinal connecting piece 9; the transverse connection 10 extends transversely through the preformed groove 5.
Transverse connecting piece 10 and longitudinal connecting piece 9 are platelike, and the through hole has all been seted up at the both ends of longitudinal connecting piece 9, and two through holes are used for holding two upper and lower horizontal reinforcement 2 that are located wallboard 1 respectively. And a fixing piece is arranged on one side of the longitudinal connecting piece 9 close to the joint, and the fixing piece fixes the horizontal steel bar 2 and the longitudinal connecting piece 9 together. Alternatively, the fixing member may be a steel bar anchoring plate.
The transverse connecting member 10 is connected to the middle of the longitudinal connecting member 9 and combined with the longitudinal connecting member 9 to form a T-shaped structure.
The end of the transverse connecting element 10 extends through the connecting groove and into the interior of the other wall plate 1, and the transverse connecting element 10 extends through the preformed groove 5.
Alternatively, the transverse connector 10 is located on the midline of the pregroove 5.
Optionally, the end of the wall plate 1 is provided with a connecting hole, and the end of the transverse connecting member 10 of the wall plate 1 extends into the connecting hole of another wall plate 1. When two wall panels 1 are installed, the positioning function can be achieved by inserting the transverse connecting member 10 into the connecting hole of the other wall panel 1. When pouring concrete to seam crossing, the concrete flows into the connecting hole, improves the joint strength of transverse connection spare 10 and wallboard 1, and then improves the joint strength of two wallboards 1.
Optionally, a plurality of bolt holes are formed in the transverse connecting member 10, and a plurality of anchoring holes which are coaxial with the bolt holes and have the same diameter are formed in the wall plate 1; the bolt 11 runs through the anchor hole and the bolt hole, and the both ends of bolt 11 are located the both sides of wallboard 1 respectively, and the both ends of bolt 11 are fixed with the help of the nut.
Alternatively, to increase the connection strength of the lower portion of the wall plate 1, the transverse connecting member 10 may be provided at the lower portion of the longitudinal connecting member 9, while the preformed groove 5 is provided at the lower portion of the end surface of the wall plate 1.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents and improvements made within the spirit and principle of the present invention are intended to be included within the scope of the present invention.

Claims (10)

1. Wet seam connection structure of assembled aqueduct, its characterized in that includes:
the wallboards of the two adjacent transition groove sections are arranged at intervals and form a seam;
the anchoring structure comprises a reserved groove arranged in the middle of the wall plate, a lengthened steel bar extending outwards from the end part of the wall plate and a steel bar hole channel arranged in the wall plate; the free ends of the lengthened steel bars penetrate through the steel bar pore canals of the adjacent wall plates and are fixed by means of anchoring parts; the upper side or the lower side of the lengthened steel bar are provided with a plurality of horizontal steel bars at intervals, and the horizontal steel bars are connected with the lengthened steel bar through a plurality of first reinforcing ribs.
2. The fabricated aqueduct wet seam connection structure as claimed in claim 1, wherein the extension bar is located at an upper portion of the wall plate, the bar duct is opened at a lower portion of the wall plate, and an inlet of the bar duct is opened in the prepared groove.
3. The fabricated aqueduct wet seam connection structure as claimed in claim 1, wherein the wall plate is provided with a plurality of the elongated reinforcing bars at intervals in a thickness direction, and correspondingly, the reinforcing bar passages are also provided with a plurality of the reinforcing bar passages.
4. The fabricated aqueduct wet seam connection structure as set forth in claim 3, wherein the elongated reinforcing bars of two adjacent wall plates are staggered in a thickness direction of the wall plates.
5. The fabricated aqueduct wet seam connection structure as claimed in claim 1, wherein the reserve groove is trapezoidal, and an area of an open end of the reserve groove is smaller than an area of a groove bottom.
6. The fabricated aqueduct wet seam connection structure as claimed in claim 1, wherein a second reinforcing bar is connected to an end of the horizontal reinforcing bar, and the second reinforcing bar penetrates the prepared groove and is connected to the extension reinforcing bar.
7. The fabricated aqueduct wet seam connection structure as claimed in claim 1, wherein one end of the wall plate is provided with a T-shaped connector, the T-shaped connector comprising:
the longitudinal connecting piece is arranged in parallel with the first reinforcing rib and is used for connecting the horizontal reinforcing steel bars and the lengthened reinforcing steel bars;
the transverse connecting piece is vertically connected to the longitudinal connecting piece; the transverse connecting piece transversely penetrates through the reserved groove.
8. The fabricated aqueduct wet seam connection structure as claimed in claim 7, wherein the end of the wall plate away from the T-shaped connecting member is provided with a connecting hole for receiving the transverse connecting member.
9. The fabricated aqueduct wet seam connecting structure as claimed in claim 8, wherein the transverse connecting member is provided with bolt holes, and the wall plate is provided with anchoring holes corresponding to the bolt holes; the transverse connecting piece is connected with the wall plate by means of a bolt.
10. The fabricated aqueduct wet seam connection structure as claimed in claim 7, wherein the transverse link is located at a middle portion or a lower portion of the longitudinal link.
CN202211067823.7A 2022-09-01 2022-09-01 Assembled aqueduct wet joint connection structure Active CN115198701B (en)

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Application Number Priority Date Filing Date Title
CN202211067823.7A CN115198701B (en) 2022-09-01 2022-09-01 Assembled aqueduct wet joint connection structure

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Application Number Priority Date Filing Date Title
CN202211067823.7A CN115198701B (en) 2022-09-01 2022-09-01 Assembled aqueduct wet joint connection structure

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CN115198701B CN115198701B (en) 2023-07-28

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1788157A2 (en) * 2005-11-19 2007-05-23 Velthorst Beheer B.V. Diaphragm wall and method to build it
JP2009209639A (en) * 2008-03-06 2009-09-17 Seibu Polymer Corp Antiseismic reinforcing joint structure of joint part of concrete structure and its construction method
CN105544385A (en) * 2015-12-04 2016-05-04 郑州大学 Seam structure of prefabricated sectional type concrete bridge
CN110952446A (en) * 2019-12-18 2020-04-03 广东省交通规划设计研究院股份有限公司 From wet seam continuous construction of ultra high performance concrete combination beam decking of taking template
CN111749328A (en) * 2020-07-28 2020-10-09 湘潭大学 Novel assembly type beam joint and construction form thereof
CN112127263A (en) * 2020-08-24 2020-12-25 山东省交通规划设计院有限公司 Prefabricated bridge deck wet joint connecting structure, prefabricated bridge and method
CN113152520A (en) * 2021-02-25 2021-07-23 北京工业大学 Large-size assembly type concrete box-shaped structure and assembly method thereof

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1788157A2 (en) * 2005-11-19 2007-05-23 Velthorst Beheer B.V. Diaphragm wall and method to build it
JP2009209639A (en) * 2008-03-06 2009-09-17 Seibu Polymer Corp Antiseismic reinforcing joint structure of joint part of concrete structure and its construction method
CN105544385A (en) * 2015-12-04 2016-05-04 郑州大学 Seam structure of prefabricated sectional type concrete bridge
CN110952446A (en) * 2019-12-18 2020-04-03 广东省交通规划设计研究院股份有限公司 From wet seam continuous construction of ultra high performance concrete combination beam decking of taking template
CN111749328A (en) * 2020-07-28 2020-10-09 湘潭大学 Novel assembly type beam joint and construction form thereof
CN112127263A (en) * 2020-08-24 2020-12-25 山东省交通规划设计院有限公司 Prefabricated bridge deck wet joint connecting structure, prefabricated bridge and method
CN113152520A (en) * 2021-02-25 2021-07-23 北京工业大学 Large-size assembly type concrete box-shaped structure and assembly method thereof

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