CN110886230B - A high strength rapid Assembly type bridge strutting arrangement for construction - Google Patents
A high strength rapid Assembly type bridge strutting arrangement for construction Download PDFInfo
- Publication number
- CN110886230B CN110886230B CN201911282504.6A CN201911282504A CN110886230B CN 110886230 B CN110886230 B CN 110886230B CN 201911282504 A CN201911282504 A CN 201911282504A CN 110886230 B CN110886230 B CN 110886230B
- Authority
- CN
- China
- Prior art keywords
- connecting body
- bridge supporting
- splicing
- connector
- groove
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 16
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 32
- 230000003014 reinforcing effect Effects 0.000 claims description 24
- 239000004567 concrete Substances 0.000 claims description 7
- 238000003466 welding Methods 0.000 claims description 3
- 230000000149 penetrating effect Effects 0.000 claims 1
- 238000009435 building construction Methods 0.000 abstract description 13
- 238000009434 installation Methods 0.000 abstract description 9
- 230000000694 effects Effects 0.000 description 6
- 230000002349 favourable effect Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Classifications
-
- 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
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a high-strength rapid assembly type bridge supporting device for building construction, which comprises a bridge supporting device main body, a fixing bolt, a connecting groove, a pouring inner cavity and a fixing opening, wherein a first splicing head is arranged at the top of the bridge supporting device main body, a second splicing head is arranged at the upper part of the first splicing head, a second splicing groove is formed in the bottom of the bridge supporting device main body, bolt holes are formed in the first splicing head and the second splicing groove, connecting parts are arranged at the tops of the second connecting body and the third connecting body, the connecting groove is formed in the bottoms of the second connecting body and the first connecting body, the bolt holes are formed in the connecting parts and the connecting groove, and the first connecting body, the second connecting body and the third connecting body are fixedly connected through the fixing bolt. This a high strength rapid Assembly formula bridge strutting arrangement for construction can realize accurate location installation between the bridge strutting arrangement main part, can carry out the regulation of height according to the bridge of difference.
Description
Technical Field
The invention relates to the technical field of bridge supporting devices, in particular to a high-strength rapid assembly type bridge supporting device for building construction.
Background
A bridge supporting device is a reinforced concrete structure for supporting the main bridge frame, and can support the bridge floor at a certain height above the water surface, so that the stability of the bridge floor can be ensured, and pedestrians or vehicles can safely pass through the bridge.
However, the existing bridge supporting device has the following problems in the process of building and installing;
1. when the existing bridge supporting device is installed, the bridge supporting devices cannot be well connected and fixed, so that the bridge supporting devices are easy to incline or misplace, and the stable fixation of the bridge supporting devices is not facilitated;
2. the existing bridge supporting device is generally formed by pouring reinforcing steel bars and concrete, and when the bridge supporting device is poured, the bridge supporting device is inconvenient to adjust pertinently for different bridges, and is poor in universality.
Disclosure of Invention
The invention aims to provide a high-strength rapid assembly type bridge supporting device for building construction, and aims to solve the problems that the existing bridge supporting devices in the market, which are provided by the background art, cannot be well connected and fixed during installation, the inclination or dislocation of the bridge supporting devices is easily caused, the stable fixation of the bridge supporting devices is not facilitated, the existing bridge supporting devices are generally formed by pouring reinforcing steel bars and concrete, the targeted adjustment is inconvenient to different bridges during pouring, and the universality is poor.
In order to achieve the purpose, the invention provides the following technical scheme: a high-strength rapid assembly type bridge supporting device for building construction comprises a bridge supporting device main body, a fixing bolt, a connecting groove, a pouring inner cavity and a fixing port, wherein a first splicing head is arranged at the top of the bridge supporting device main body, a second splicing head is arranged at the upper part of the first splicing head, a second splicing groove is formed in the bottom of the bridge supporting device main body, a first splicing groove is formed in the top of the second splicing groove, bolt holes are formed in the first splicing head and the second splicing groove, a first connecting body is arranged inside the bridge supporting device main body, a second connecting body is arranged below the first connecting body, a third connecting body is arranged below the second connecting body, the pouring inner cavities are arranged inside the first connecting body, the second connecting body and the third connecting body, and concrete is poured inside and outside the first connecting body, the second connecting body and the third connecting body, and the inner sides of the first connecting body, the second connecting body and the third connecting body are all welded with a reinforcing frame, and one side of the reinforcing frame is provided with a fixed port, meanwhile, the fixing port is connected with the first reinforcing steel bar through a binding wire, fixing holes are formed in the side walls of the first connecting body, the second connecting body and the third connecting body, the second reinforcing steel bar is inserted in the fixing holes, the second reinforcing steel bar is fixedly connected with the first reinforcing steel bar through a binding wire, a fixing sleeve is welded at the lower part of the third connector, a bolt hole is arranged on the fixing sleeve, the top of the fixed sleeve is provided with a connecting cover, the tops of the second connecting body and the third connecting body are both provided with connecting parts, the bottoms of the second connecting body and the first connecting body are both provided with connecting grooves, and all seted up the bolt hole on connecting portion and the spread groove, pass through fixing bolt fixed connection between first connector, second connector and the third connector simultaneously.
Preferably, the side length of the first splicing head is smaller than that of the second splicing head, vertical center lines among the first splicing head, the second splicing head and the bridge supporting device main body coincide with each other, and the first splicing head and the second splicing head are respectively arranged corresponding to the first splicing groove and the second splicing groove at the bottom of the bridge supporting device main body.
Preferably, be detachable construction between first connector, second connector and the third connector, and the length of a side of first connector, second connector and third connector three coincides mutually to the middle part of first connector and second connector all runs through and is provided with pours the inner chamber.
Preferably, the shape structure of the reinforcing frame is an X-shaped structure, and the reinforcing frame is horizontally arranged.
Preferably, the first reinforcing steel bar and the second reinforcing steel bar are perpendicular to each other, and the length of the second reinforcing steel bar is greater than the width of the first connector, the width of the second connector and the width of the third connector.
Preferably, the width of the fixing sleeve is greater than that of the third connecting body, and the third connecting body is connected with the connecting cover in a welding mode.
Preferably, an integrally formed structure is arranged between the connecting part and the second connecting body, and the connecting part and the connecting groove are correspondingly arranged.
Preferably, the fixing hole penetrates through the side walls of the first connecting body, the second connecting body and the third connecting body, and the aperture of the fixing hole is larger than the diameter of the second reinforcing steel bar.
Compared with the prior art, the invention has the beneficial effects that: this a high strength rapid Assembly formula bridge strutting arrangement for construction can realize accurate location installation between the bridge strutting arrangement main part, avoids the emergence of the dislocation slope condition of bridge strutting arrangement main part installation emergence, improves the intensity of bridge strutting arrangement main part simultaneously to can carry out the regulation of height according to the bridge of difference:
1. the first splicing head and the second splicing head are arranged at the top of the main body of the bridge supporting device, so that the first splicing head and the second splicing head are matched and connected with the first splicing groove and the second splicing groove at the bottom of the other main body of the bridge supporting device, and the positioning connection between the main bodies of the bridge supporting devices is facilitated;
2. the first connecting body, the second connecting body and the third connecting body are arranged in the bridge supporting device main body, the strength of the bridge supporting device main body is enhanced, the number of the second connecting bodies can be increased, and the height of the bridge supporting device main body can be adjusted in a targeted mode.
Drawings
FIG. 1 is a schematic structural diagram of a main body of a high-strength rapid-assembly type bridge supporting device for building construction according to the present invention;
FIG. 2 is a schematic cross-sectional view of a main body of a high-strength rapid-assembly type bridge supporting apparatus for construction according to the present invention;
FIG. 3 is a schematic view illustrating a connection structure of a first connection body, a second connection body and a third connection body of a high-strength rapid-assembly type bridge supporting device for building construction according to the present invention;
FIG. 4 is a top view of a second connecting body of the high-strength quick-assembled bridge supporting device for construction according to the present invention;
FIG. 5 is a side view of a first connector of the high-strength rapid-assembly type bridge supporting device for building construction according to the present invention;
FIG. 6 is a side view of a second connecting body of the high-strength rapid-assembled bridge supporting device for building construction according to the present invention;
FIG. 7 is a side view of a third connecting body of the high-strength rapid-assembled bridge supporting device for building construction according to the present invention;
FIG. 8 is a schematic bottom view of a main body of a high-strength rapid-assembly type bridge girder supporting apparatus for building construction according to the present invention;
fig. 9 is a schematic view of a bridge supporting device main body connection structure of a high-strength rapid-assembly type bridge supporting device for building construction according to the present invention.
In the figure: 1. a bridge support device body; 2. a first splice; 3. a second splice; 4. a second splice groove; 5. a first splice groove; 6. bolt holes; 7. concrete; 8. a first connecting body; 9. a second connector; 10. a third connector; 11. a reinforcing frame; 12. a first reinforcing bar; 13. a second reinforcing bar; 14. fixing a sleeve; 15. a connecting cover; 16. fixing the bolt; 17. connecting grooves; 18. pouring an inner cavity; 19. a fixed port; 20. a connecting portion; 21. and (7) fixing holes.
Detailed Description
All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-9, the present invention provides a technical solution: a high-strength rapid assembly type bridge supporting device for building construction comprises a bridge supporting device main body 1, a first splicing head 2, a second splicing head 3, a second splicing groove 4, a first splicing groove 5, bolt holes 6, concrete 7, a first connecting body 8, a second connecting body 9, a third connecting body 10, a reinforcing frame 11, a first reinforcing steel bar 12, a second reinforcing steel bar 13, a fixing sleeve 14, a connecting cover 15, a fixing bolt 16, a connecting groove 17, a pouring inner cavity 18, a fixing port 19, a connecting part 20 and a fixing hole 21, wherein the top of the bridge supporting device main body 1 is provided with the first splicing head 2, the upper part of the first splicing head 2 is provided with the second splicing head 3, the bottom of the bridge supporting device main body 1 is provided with the second splicing groove 4, the top of the second splicing groove 4 is provided with the first splicing groove 5, the bolt holes 6 are formed in the first splicing head 2 and the second splicing groove 4, the bridge supporting device comprises a bridge supporting device main body 1, a first connecting body 8 is arranged inside the bridge supporting device main body 1, a second connecting body 9 is arranged below the first connecting body 8, a third connecting body 10 is arranged below the second connecting body 9, pouring inner cavities 18 are arranged inside the first connecting body 8, the second connecting body 9 and the third connecting body 10, concrete 7 is poured inside and outside the first connecting body 8, the second connecting body 9 and the third connecting body 10, reinforcing frames 11 are welded on the inner sides of the first connecting body 8, the second connecting body 9 and the third connecting body 10, a fixing port 19 is formed in one side of each reinforcing frame 11, the fixing port 19 is connected with a first reinforcing steel bar 12 through a binding wire, fixing holes 21 are formed in the side walls of the first connecting body 8, the second connecting body 9 and the third connecting body 10, a second reinforcing steel bar 13 is inserted into the fixing hole 21, and the second reinforcing steel bar 13 is fixedly connected with the first reinforcing steel bar 12 through the binding wire, the welding of the lower part of third connector 10 has fixed cover 14, and set up bolt hole 6 on the fixed cover 14, and connecting cover 15 has been seted up at the top of fixed cover 14, the top of second connector 9 and third connector 10 all is provided with connecting portion 20, and connecting groove 17 has all been seted up to the bottom of second connector 9 and first connector 8, and bolt hole 6 has all been seted up on connecting portion 20 and connecting groove 17, simultaneously first connector 8, pass through fixing bolt 16 fixed connection between second connector 9 and the third connector 10.
The side length of first splice 2 is less than the side length of second splice 3, and first splice 2, the vertical central line between second splice 3 and the 1 three of bridge strutting arrangement main part coincides mutually, and first splice 2 and second splice 3 each other for corresponding the setting with first splice groove 5 and second splice groove 4 of 1 bottom of bridge strutting arrangement main part respectively, set up like this and play and make the effect of carrying out the corresponding installation between the bridge strutting arrangement main part 1, dislocation or slope when avoiding the installation of bridge strutting arrangement main part 1.
Be detachable construction between first connector 8, second connector 9 and the third connector 10, and first connector 8, second connector 9 and the length of a side coincidence of third connector 10 three mutually to the middle part of first connector 8 and second connector 9 all runs through to be provided with pours inner chamber 18, sets up the self intensity that can strengthen bridge strutting arrangement main part 1 like this, and adjustable bridge strutting arrangement main part 1 pours length.
The shape structure of the reinforcing frame 11 is an X-shaped structure, and the reinforcing frame 11 is horizontally arranged, so that the effect of supporting the first connecting body 8, the second connecting body 9 and the third connecting body 10 is achieved, and the first reinforcing steel bar 12 is conveniently fixed.
First reinforcing bar 12 and second reinforcing bar 13 are perpendicular setting each other between, and the length of second reinforcing bar 13 is greater than the width of first connector 8, second connector 9 and third connector 10, sets up like this and plays the effect to further reinforcing bridge strutting arrangement main part 1 intensity.
The width of fixed cover 14 is greater than the width of third connector 10, and is welded connection between third connector 10 and connecting cover 15, sets up like this and plays and cooperate the effect of being connected between first splice 2 and the second splice 3 with bridge strutting arrangement main part 1 top, is favorable to the butt joint installation of bridge strutting arrangement main part 1.
Connecting portion 20 and second connector 9 are the integrated into one piece structure between, and connecting portion 20 and spread groove 17 and correspond the setting, set up like this and play and make and splice the fixed effect between first connector 8, second connector 9 and the third connector 10, are favorable to first connector 8, second connector 9 and the installation of the third connector 10 three.
The fixed orifices 21 run through the lateral wall of first connector 8, second connector 9 and third connector 10, and the aperture of fixed orifices 21 is greater than second reinforcing bar 13's diameter, sets up the effect that plays installation second reinforcing bar 13 like this, is favorable to spacing fixed to second reinforcing bar 13.
The working principle is as follows: when the high-strength rapid-assembly bridge supporting device for building construction is used, as shown in fig. 1 to 7, the first reinforcing steel bar 12 is inserted into the third connecting body 10, the first reinforcing steel bar 12 is positioned at the fixing port 19 of the reinforcing frame 11, the second reinforcing steel bar 13 is inserted into the third connecting body 10 through the fixing hole 21, the first reinforcing steel bar 12 and the second reinforcing steel bar 13 are fixed by using a binding wire, the connecting groove 17 at the lower end of the second connecting body 9 is sleeved at the connecting portion 20 at the top of the third connecting body 10, after the connecting groove 17 is aligned with the bolt hole 6 of the connecting portion 20, the connecting groove 17 at the lower end of the first connecting body 8 is fixed by the fixing bolt 16, after the connecting groove 17 is sleeved at the connecting portion 20 at the top of the second connecting body 9, and after the connecting groove 17 is aligned with the bolt hole 6 of the connecting portion 20, fixing the connecting body by the fixing bolt 16, at this time, fixedly installing the second connecting body 9 according to the above steps, installing the first reinforcing steel bar 12 and the second reinforcing steel bar 13 on the first connecting body 8 and the second connecting body 9, and finally fixing the first connecting body 8, the second connecting body 9 and the third connecting body 10 at the outer sides by the sealing plates, so that the first connecting body 8, the second connecting body 9 and the third connecting body 10 can be poured, and after pouring is completed, the structure of the bridge supporting device main body 1 shown in fig. 1-2 is shown;
when the bridge supporting device main body 1 is installed, the bridge supporting device main body 1 can be dispatched on the upper portion of the other bridge supporting device main body 1 through a hoisting device, the second splicing groove 4 and the first splicing groove 5 in the bottom of the bridge supporting device main body 1 are sleeved on the first splicing head 2 and the upper second splicing head 3 in the top of the other bridge supporting device main body 1, and the fixing bolts 16 are used for fixing through the bolt holes 6.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that various changes, modifications, equivalents, and improvements may be made without departing from the spirit and scope of the invention.
Claims (8)
1. The utility model provides a high strength rapid Assembly formula bridge strutting arrangement for construction, includes bridge strutting arrangement main part (1), fixing bolt (16), spread groove (17), pours inner chamber (18) and fixed mouthful (19), its characterized in that: the top of the bridge supporting device main body (1) is provided with a first splicing head (2), the upper portion of the first splicing head (2) is provided with a second splicing head (3), a second splicing groove (4) is formed in the bottom of the bridge supporting device main body (1), meanwhile, a first splicing groove (5) is formed in the top of the second splicing groove (4), bolt holes (6) are formed in the first splicing head (2) and the second splicing groove (4), a first connecting body (8) is arranged inside the bridge supporting device main body (1), a second connecting body (9) is arranged below the first connecting body (8), a third connecting body (10) is arranged below the second connecting body (9), meanwhile, pouring inner cavities (18) are formed in the first connecting body (8), the second connecting body (9) and the third connecting body (10), and the first connecting body (8), Concrete (7) is poured inside and outside the second connecting body (9) and the third connecting body (10), the reinforcing frame (11) is welded on the inner sides of the first connecting body (8), the second connecting body (9) and the third connecting body (10), a fixing port (19) is formed in one side of the reinforcing frame (11), the fixing port (19) is connected with the first reinforcing steel bar (12) through a binding wire, fixing holes (21) are formed in the side walls of the first connecting body (8), the second connecting body (9) and the third connecting body (10), the second reinforcing steel bar (13) is inserted in the fixing holes (21), the second reinforcing steel bar (13) is fixedly connected with the first reinforcing steel bar (12) through the binding wire, a lower fixing sleeve (14) is welded on the third connecting body (10), and bolt holes (6) are formed in the fixing sleeve (14), and connecting cover (15) have been seted up at the top of fixed cover (14), the top of second connector (9) and third connector (10) all is provided with connecting portion (20), and connecting groove (17) have all been seted up to the bottom of second connector (9) and first connector (8) to bolt hole (6) have all been seted up on connecting portion (20) and connecting groove (17), through fixing bolt (16) fixed connection between first connector (8), second connector (9) and third connector (10) simultaneously.
2. A high-strength rapid-assembled bridge supporting apparatus for construction according to claim 1, wherein: the side length of the first splicing head (2) is smaller than that of the second splicing head (3), vertical center lines among the first splicing head (2), the second splicing head (3) and the bridge supporting device main body (1) coincide with each other, and the first splicing head (2) and the second splicing head (3) are respectively arranged in a manner of corresponding to the first splicing groove (5) and the second splicing groove (4) at the bottom of the bridge supporting device main body (1).
3. A high-strength rapid-assembled bridge supporting apparatus for construction according to claim 1, wherein: the detachable structure is arranged among the first connecting body (8), the second connecting body (9) and the third connecting body (10), the side lengths of the first connecting body (8), the second connecting body (9) and the third connecting body (10) are overlapped, and the middle parts of the first connecting body (8) and the second connecting body (9) are provided with a pouring inner cavity (18) in a penetrating mode.
4. A high-strength rapid-assembled bridge supporting apparatus for construction according to claim 1, wherein: the shape structure of the reinforcing frame (11) is an X-shaped structure, and the reinforcing frame (11) is horizontally arranged.
5. A high-strength rapid-assembled bridge supporting apparatus for construction according to claim 1, wherein: the first reinforcing steel bar (12) and the second reinforcing steel bar (13) are perpendicular to each other, and the length of the second reinforcing steel bar (13) is larger than the width of the first connecting body (8), the second connecting body (9) and the third connecting body (10).
6. A high-strength rapid-assembled bridge supporting apparatus for construction according to claim 5, wherein: the width of the fixed sleeve (14) is greater than that of the third connecting body (10), and the third connecting body (10) is connected with the connecting cover (15) in a welding mode.
7. A high-strength rapid-assembled bridge supporting apparatus for construction according to claim 1, wherein: the connecting part (20) and the second connecting body (9) are of an integrally formed structure, and the connecting part (20) and the connecting groove (17) are correspondingly arranged.
8. A high-strength rapid-assembled bridge supporting apparatus for construction according to claim 7, wherein: the fixing hole (21) penetrates through the side walls of the first connecting body (8), the second connecting body (9) and the third connecting body (10), and the aperture of the fixing hole (21) is larger than the diameter of the second reinforcing steel bar (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911282504.6A CN110886230B (en) | 2019-12-13 | 2019-12-13 | A high strength rapid Assembly type bridge strutting arrangement for construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911282504.6A CN110886230B (en) | 2019-12-13 | 2019-12-13 | A high strength rapid Assembly type bridge strutting arrangement for construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110886230A CN110886230A (en) | 2020-03-17 |
| CN110886230B true CN110886230B (en) | 2021-05-07 |
Family
ID=69751803
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911282504.6A Expired - Fee Related CN110886230B (en) | 2019-12-13 | 2019-12-13 | A high strength rapid Assembly type bridge strutting arrangement for construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110886230B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111455876B (en) * | 2020-04-03 | 2022-01-28 | 商丘市豫东公路勘察设计有限公司 | Reinforcing structure and method for small-span masonry arch bridge |
| CN111719406B (en) * | 2020-06-04 | 2021-11-12 | 安徽博晟亿电力科技有限公司 | Assembled trestle for passenger station and use method thereof |
Citations (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07331749A (en) * | 1994-06-14 | 1995-12-19 | Daiwa House Ind Co Ltd | One-side bolt joint structure of steel pipe columns |
| JP2011032637A (en) * | 2009-07-29 | 2011-02-17 | Shimizu Corp | Joint structure and joint method for steel pipe pole |
| CN203668815U (en) * | 2013-11-27 | 2014-06-25 | 江苏省交通科学研究院股份有限公司 | Concrete prefabricated section assembled pier |
| CN105155773A (en) * | 2015-08-18 | 2015-12-16 | 同济大学 | Detachable concrete component constructing method |
| CN107514061A (en) * | 2017-08-23 | 2017-12-26 | 青岛理工大学 | Double-sleeve splicing joint of steel pipe with square outside and round inside and construction method thereof |
| CN207121994U (en) * | 2017-07-06 | 2018-03-20 | 能诚集团有限公司 | A kind of concrete component attachment structure |
| CN107905092A (en) * | 2017-11-02 | 2018-04-13 | 东南大学 | A kind of prefabricated assembled bridge pier and its assembling and construction method |
| CN207646891U (en) * | 2017-12-13 | 2018-07-24 | 成都思纳誉联建筑设计有限公司 | A kind of gusset plate reinforcement construction of assembling type steel structure connecting node |
| CN208039023U (en) * | 2018-04-10 | 2018-11-02 | 大连理工大学 | A kind of assembled bridge pier structure |
| CN108914765A (en) * | 2018-08-15 | 2018-11-30 | 石家庄铁道大学 | A kind of replaceable assembled damping bridge pier |
| CN208309571U (en) * | 2018-06-06 | 2019-01-01 | 天津永生伟业建材有限公司 | A kind of novel tubular pile |
| CN208363269U (en) * | 2018-06-26 | 2019-01-11 | 青岛理工大学 | Steel column and column assembly type plug-in joint |
| CN208379425U (en) * | 2018-04-23 | 2019-01-15 | 南昌大学 | A kind of assembly concrete pier column structure |
| CN109914234A (en) * | 2019-03-22 | 2019-06-21 | 西安建筑科技大学 | A kind of bolted prefabricated subsection shearing resistance assembly concrete pier |
| CN110205918A (en) * | 2019-05-23 | 2019-09-06 | 山东省交通规划设计院 | A kind of packaged type bridges pile splicing structure and attaching method thereof |
| CN209523213U (en) * | 2018-12-27 | 2019-10-22 | 北京京诚华宇建筑设计研究院有限公司 | Assembled independent foundation |
-
2019
- 2019-12-13 CN CN201911282504.6A patent/CN110886230B/en not_active Expired - Fee Related
Patent Citations (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07331749A (en) * | 1994-06-14 | 1995-12-19 | Daiwa House Ind Co Ltd | One-side bolt joint structure of steel pipe columns |
| JP2011032637A (en) * | 2009-07-29 | 2011-02-17 | Shimizu Corp | Joint structure and joint method for steel pipe pole |
| CN203668815U (en) * | 2013-11-27 | 2014-06-25 | 江苏省交通科学研究院股份有限公司 | Concrete prefabricated section assembled pier |
| CN105155773A (en) * | 2015-08-18 | 2015-12-16 | 同济大学 | Detachable concrete component constructing method |
| CN207121994U (en) * | 2017-07-06 | 2018-03-20 | 能诚集团有限公司 | A kind of concrete component attachment structure |
| CN107514061A (en) * | 2017-08-23 | 2017-12-26 | 青岛理工大学 | Double-sleeve splicing joint of steel pipe with square outside and round inside and construction method thereof |
| CN107905092A (en) * | 2017-11-02 | 2018-04-13 | 东南大学 | A kind of prefabricated assembled bridge pier and its assembling and construction method |
| CN207646891U (en) * | 2017-12-13 | 2018-07-24 | 成都思纳誉联建筑设计有限公司 | A kind of gusset plate reinforcement construction of assembling type steel structure connecting node |
| CN208039023U (en) * | 2018-04-10 | 2018-11-02 | 大连理工大学 | A kind of assembled bridge pier structure |
| CN208379425U (en) * | 2018-04-23 | 2019-01-15 | 南昌大学 | A kind of assembly concrete pier column structure |
| CN208309571U (en) * | 2018-06-06 | 2019-01-01 | 天津永生伟业建材有限公司 | A kind of novel tubular pile |
| CN208363269U (en) * | 2018-06-26 | 2019-01-11 | 青岛理工大学 | Steel column and column assembly type plug-in joint |
| CN108914765A (en) * | 2018-08-15 | 2018-11-30 | 石家庄铁道大学 | A kind of replaceable assembled damping bridge pier |
| CN209523213U (en) * | 2018-12-27 | 2019-10-22 | 北京京诚华宇建筑设计研究院有限公司 | Assembled independent foundation |
| CN109914234A (en) * | 2019-03-22 | 2019-06-21 | 西安建筑科技大学 | A kind of bolted prefabricated subsection shearing resistance assembly concrete pier |
| CN110205918A (en) * | 2019-05-23 | 2019-09-06 | 山东省交通规划设计院 | A kind of packaged type bridges pile splicing structure and attaching method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110886230A (en) | 2020-03-17 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110886230B (en) | A high strength rapid Assembly type bridge strutting arrangement for construction | |
| CN111021258B (en) | Assembly type buttress pouring die carrier for bridge building | |
| EP1561874A1 (en) | Connecting device and node for buildings with prefabricated elements | |
| CN108343162A (en) | A kind of mounting structure and installation method of assembling-type precast hybrid beam and stiffened column | |
| CN114108499A (en) | Suspended casting beam reference section hinged type triangular bracket combined hanging basket integrated device and construction method thereof | |
| CN205557839U (en) | Brickwork infilled wall and main body frame's flexible connection mean | |
| CN211447283U (en) | Connecting beam of main building and skirt house | |
| CN210767213U (en) | Novel public building conversion beam column node structure | |
| CN208346973U (en) | Concrete-filled steel tubular hollow steel structure technique and steel construction | |
| CN208455871U (en) | A kind of concrete assembled construction wall | |
| CN111172863A (en) | Bridge pier column reinforcing bar location placenta | |
| CN208441257U (en) | A kind of mounting structure of assembling-type precast hybrid beam and stiffened column | |
| KR20160120828A (en) | A supporter fixing unit for waterprof sill | |
| CN207512968U (en) | A kind of splicing node of steel plate combined shear wall | |
| CN207110068U (en) | A kind of connecting node of i-shape steel beam and steel box column | |
| CN220686392U (en) | Assembled building wall component | |
| CN213329406U (en) | Node structure for connecting prefabricated beam column | |
| CN219175553U (en) | Post-pouring strip connection precast shear wall | |
| CN216156790U (en) | Prestressed frame structure | |
| CN220814618U (en) | Prefabricated stair tread convenient to overlap joint connects | |
| CN216586981U (en) | Reinforced concrete anchor connection structure | |
| CN212561183U (en) | Construction system for wide section of half-through arch bridge | |
| CN215760385U (en) | Scaffold wall connecting piece and scaffold wall connecting structure | |
| CN211143295U (en) | Ribbed reinforced concrete prefabricated part | |
| CN214116249U (en) | Viaduct box girder support |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Dou Aibing Inventor after: Liu Bao Inventor after: Li Baochao Inventor before: Li Baochao |
|
| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20210414 Address after: 398 Guyang East Avenue, Dantu District, Zhenjiang City, Jiangsu Province Applicant after: JIANGSU PROVINGIAL TRANSPORTATION ENGINEERING GROUP Co.,Ltd. Address before: Room 1102, xinduhui B office building, Jinghu Century City, Jinghu District, Wuhu City, Anhui Province Applicant before: Anhui Wentian Information Technology Co.,Ltd. |
|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210507 |