CN216515419U - Bearing structure is used in aqueduct construction - Google Patents

Bearing structure is used in aqueduct construction Download PDF

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Publication number
CN216515419U
CN216515419U CN202123423903.5U CN202123423903U CN216515419U CN 216515419 U CN216515419 U CN 216515419U CN 202123423903 U CN202123423903 U CN 202123423903U CN 216515419 U CN216515419 U CN 216515419U
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China
Prior art keywords
aqueduct
support
supporting
steel pipe
bearing
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杨洋
高文甫
李海龙
刘阳
岳栋涛
王彦涛
万超
王先水
张宁波
邹勇
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Sinohydro Bureau 3 Co Ltd
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Sinohydro Bureau 3 Co Ltd
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Abstract

The utility model discloses a supporting structure for aqueduct construction, which comprises two vertical supporting frames, a horizontal supporting frame and an inclination detection module, wherein the two vertical supporting frames are connected with the horizontal supporting frame through a connecting rod; each vertical support frame comprises a support seat and two steel pipe piles, and a transverse top beam and a middle reinforcing piece are arranged between the two steel pipe piles; the horizontal support frame comprises a Bailey beam erected between two vertical support frames. The utility model has simple structure and reasonable design, supports the aqueduct body between two adjacent bearing piers by arranging the supporting mechanism during the construction of the aqueduct, and ensures that the aqueduct can smoothly and safely construct when crossing regions such as a field gully or a river without processing the foundation between two adjacent bearing piers and erecting a full supporting frame because the dead weight of the supporting mechanism and the weight of the concrete aqueduct body are both born by the existing bearing piers of the aqueduct, thereby greatly saving the cost, having high construction efficiency and good safety and being convenient for popularization and use.

Description

Bearing structure is used in aqueduct construction
Technical Field
The utility model belongs to the technical field of aqueduct construction, and particularly relates to a supporting structure for aqueduct construction.
Background
The aqueduct is a water delivery building constructed in the air, and is generally constructed when a channel is crossed with obstacles such as roads, mountain rushes, valley mouths and the like, plays an important role in canal system water delivery buildings, which is one of the crossing buildings with wider application, in the aqueduct construction process, the aqueduct is most likely to need to cross regions with poor construction conditions such as field gully, river and the like, at present, in the aqueduct construction process, a full hall support frame is usually adopted to support the aqueduct body, but when the aqueduct needs to span the gully or river and other areas in the field, the distance between the aqueduct body and the ground is about 25 m-35 m, under the construction condition, the full-hall supporting frames are adopted to support the aqueduct body, the workload of building the full-hall supporting frames is huge, and the full hall support frame can not be guaranteed to be smoothly erected, the construction efficiency is low, the safety is poor, and the problem of river crossing construction of the aqueduct can not be solved.
Therefore, a supporting structure for aqueduct construction, which is simple in structure and reasonable in design, is absent at present, and the problems of low construction efficiency and poor safety when the existing aqueduct spans the gully in the field and is used for river construction are solved.
SUMMERY OF THE UTILITY MODEL
The technical problem to be solved by the present invention is to provide a support structure for aqueduct construction, which has a simple structure and a reasonable design, and supports the aqueduct body between two adjacent bearing piers during aqueduct construction by arranging a support mechanism, and the self weight of the support mechanism and the weight of the concrete aqueduct body are both borne by the existing bearing piers of the aqueduct, so that the foundation between two adjacent bearing piers does not need to be treated and a full-hall support frame does not need to be erected, and the smooth and safe construction of the aqueduct when crossing over the field gully or river and other areas can be ensured, thereby saving the cost to a great extent, having high construction efficiency and good safety, and being convenient for popularization and use.
In order to solve the technical problems, the utility model adopts the technical scheme that: the utility model provides a bearing structure is used in aqueduct construction which characterized in that: the aqueduct includes aqueduct groove body and a plurality of bearing mounds that are used for supporting the aqueduct groove body, every the bearing mound all includes the base and sets up the support post on the base, every the quantity of support post is two on the base, adjacent two be provided with supporting mechanism, its characterized in that between the bearing mound: the supporting mechanism comprises two vertical supporting frames, a horizontal supporting frame connected between the two vertical supporting frames and an inclination detection module arranged on the vertical supporting frames and used for detecting the inclination of the vertical supporting frames;
the two vertical support frames correspond to the two bearing piers one by one, each vertical support frame comprises a support seat sleeved on a bearing column and a steel pipe pile arranged on the support seat, the number of the support seats and the number of the steel pipe piles are equal to the number of the bearing columns on each bearing pier, the two support seats, the two steel pipe piles and the two bearing columns correspond to one another, and a transverse top beam and a middle reinforcing member are arranged between the two steel pipe piles;
the horizontal support frame comprises a Bailey beam erected between the transverse top beam of one vertical support frame and the transverse top beam of the other vertical support frame.
Foretell bearing structure is used in aqueduct construction, its characterized in that: the number of the inclination detection modules is equal to that of the vertical support frames, the inclination detection modules correspond to the vertical support frames one by one, and each inclination detection module comprises a box body arranged on one steel pipe pile, a first inclination sensor and an alarm which are arranged on the box body, and a second inclination sensor arranged on the other steel pipe pile;
the alarm is characterized in that an electronic circuit board is arranged in the box body, a microcontroller and a wireless communication module connected with the microcontroller are integrated on the electronic circuit board, the output end of the first inclination sensor and the output end of the second inclination sensor are both connected with the input end of the microcontroller, and the alarm is controlled by the microcontroller.
Foretell bearing structure is used in aqueduct construction, its characterized in that: the supporting seat comprises a left supporting seat body, a right supporting seat body matched with the left supporting seat body and a connector used for connecting the left supporting seat body and the right supporting seat body;
the left support seat body and the right support seat body are identical in structure, the left support seat body and the right support seat body respectively comprise a U-shaped positioning plate, a first connecting plate and a second connecting plate which are symmetrically arranged on two side plates of the U-shaped positioning plate, and a U-shaped top plate, a U-shaped stiffening plate and a U-shaped bottom plate which are sequentially sleeved on the U-shaped positioning plate from top to bottom, an oblique stiffening plate is arranged between the U-shaped top plate and the U-shaped stiffening plate, and the bottom surface of the U-shaped bottom plate is attached to the top surface of the base;
the connector comprises a first connecting bolt and a second connecting bolt, the first connecting bolt sequentially penetrates through the first connecting plate of the right support base and the first connecting plate of the left support base to be matched with the first connecting nut, and the second connecting bolt sequentially penetrates through the second connecting plate of the right support base and the second connecting plate of the left support base to be matched with the second connecting nut.
Foretell bearing structure is used in aqueduct construction, its characterized in that: the bottom surface of the steel pipe pile is attached to the top surface of a U-shaped top plate of the left support seat body or the right support seat body, and the pile body of the steel pipe pile is bound with the supporting column into a whole through a steel wire rope.
Foretell bearing structure is used in aqueduct construction, its characterized in that: the quantity of middle part reinforcement is a plurality of, and is a plurality of the middle part reinforcement is evenly laid along the direction of height of steel-pipe pile, every the middle part reinforcement all is including setting up between two steel-pipe piles and be first slant strengthening bar and the second slant strengthening bar that the intersection was laid.
Compared with the prior art, the utility model has the following advantages:
1. the utility model has the advantages of simple structure, reasonable design, convenient installation and disassembly of the supporting mechanism, time saving, effective shortening of the construction period, repeated utilization of the supporting mechanism and good use effect.
2. The aqueduct body between the two adjacent bearing piers is supported by the support mechanism during the construction of the aqueduct, and the dead weight of the support mechanism and the weight of the concrete aqueduct body are both born by the existing bearing piers of the aqueduct, so that the foundation between the two adjacent bearing piers does not need to be processed and a full-hall support frame does not need to be erected, the smooth and safe construction of the aqueduct when the aqueduct crosses the field gully or river and other areas can be ensured, the cost is saved to a great extent, the construction efficiency is high, the safety is good, and the aqueduct is convenient to popularize and use.
3. The inclination detection module is arranged to detect whether the vertical support frame of the support mechanism is inclined in the using process in real time, and when the vertical support frame is inclined, the microcontroller controls the alarm to give an alarm to remind constructors that the vertical support frame is inclined, so that the support reliability of the support structure is ensured, and the safety is good.
In conclusion, the utility model has simple structure and reasonable design, the aqueduct body between two adjacent bearing piers is supported by arranging the supporting mechanism during the aqueduct construction, and the dead weight of the supporting mechanism and the weight of the concrete aqueduct body are both born by the existing bearing piers of the aqueduct, so that the foundation between two adjacent bearing piers does not need to be processed and a full supporting frame does not need to be erected, the smooth and safe construction of the aqueduct when crossing the field gully or river and other areas can be ensured, the cost is saved to a greater extent, the construction efficiency is high, the safety is good, and the popularization and the use are convenient.
The technical solution of the present invention is further described in detail by the accompanying drawings and embodiments.
Drawings
FIG. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a partially enlarged view of a portion a in fig. 1.
Fig. 3 is a left side view of fig. 1.
Fig. 4 is a partially enlarged view of fig. 3 at B.
FIG. 5 is a schematic structural view of the supporting base of the present invention.
FIG. 6 is a schematic view of a connection structure of the load-bearing pier, the vertical support frame and the inclination detection module of the present invention.
Fig. 7 is a schematic block diagram of the circuit of the present invention.
Description of reference numerals:
1-aqueduct body; 2-bearing pier; 2-1-base;
2-support columns; 2-3-bent frame beam; 2-4-capping beam;
3, steel pipe pile; 4-transverse top beam; 5-bailey beam;
6, a box body; 7 — a first tilt sensor; 8, an alarm;
9 — a second tilt sensor; 10-a microcontroller; 11-a wireless communication module;
12-a left support base; 13-right support base; 14-a U-shaped positioning plate;
15-U-shaped positioning plate; 16-a second connecting plate; 17-a U-shaped top plate;
18-U-shaped stiffening plates; 19-U-shaped bottom plate; 20-oblique stiffening plate;
21-a first connecting bolt; 22-second connecting bolt; 23 — a first coupling nut;
24-a second coupling nut; 25-a steel wire rope; 26-first diagonal reinforcing rods;
27-second diagonal reinforcing rods.
Detailed Description
As shown in fig. 1 to 6, the utility model includes an aqueduct body 1 and a plurality of bearing piers 2 for supporting the aqueduct body 1, each bearing pier 2 includes a base 2-1 and a support column 2-2 arranged on the base 2-1, the number of the support columns 2-2 on each base 2-1 is two, a support mechanism is arranged between two adjacent bearing piers 2, the support mechanism includes two vertical support frames and a horizontal support frame connected between the two vertical support frames, and an inclination detection module arranged on the vertical support frames and used for detecting the inclination of the vertical support frames;
the two vertical support frames correspond to the two bearing piers 2 one by one, each vertical support frame comprises a support seat sleeved on each bearing column 2-2 and a steel pipe pile 3 arranged on the support seat, the number of the support seats and the number of the steel pipe piles 3 are equal to the number of the bearing columns 2-2 on each bearing pier 2, the two support seats, the two steel pipe piles 3 and the two bearing columns 2-2 correspond one by one, and a transverse top beam 4 and a middle reinforcing member are arranged between the two steel pipe piles 3;
the horizontal support frame comprises a Bailey beam 5 erected between the transverse top beam 4 of one vertical support frame and the transverse top beam 4 of the other vertical support frame.
In the embodiment, it should be noted that the aqueduct support structure is simple in structure and reasonable in design, the support mechanism is arranged to support the aqueduct body 1 between the two adjacent bearing piers 2 during aqueduct construction, and the dead weight of the support mechanism and the weight of the concrete aqueduct body 1 are borne by the existing bearing piers of the aqueduct, so that the foundation between the two adjacent bearing piers 2 does not need to be treated and a full support frame does not need to be erected, smooth and safe construction can be guaranteed when the aqueduct spans the regions such as a field gully or a river, the cost is saved to a large extent, the construction efficiency is high, the safety is good, and the aqueduct support structure is convenient to popularize and use.
In the embodiment, in actual use, each bearing pier further comprises a cover beam 2-4, the cover beam 2-4 covers the top surfaces of the two support columns 2-2, the aqueduct groove body 1 is positioned on the cover beam 2-4, and the two support columns 2-2 of each bearing pier are connected into a whole through a plurality of bent frame beams 2-3;
in this embodiment, during practical use, the steel pipe pile 3 and the horizontal support frame are supported by the supporting seat, the supporting seat is sleeved on the supporting column 2-2, and the supporting seat is limited by the base 2-1, so that stable installation of the supporting seat is ensured, and the supporting stability of the supporting structure is further ensured.
In this embodiment, the transverse top beam 4 is i-steel.
In the embodiment, whether the vertical supporting frame inclines in the using process or not is detected in real time by arranging the inclination detection module, when the vertical supporting frame inclines, the microcontroller 10 controls the alarm 8 to give an alarm to remind a constructor that the vertical supporting frame inclines, the supporting reliability of the supporting structure is convenient to guarantee, and the safety is good.
As shown in fig. 6 and 7, in this embodiment, the number of the inclination detection modules is equal to that of the vertical support frames, and the inclination detection modules correspond to one another, and each inclination detection module includes a box body 6 arranged on one steel pipe pile 3, a first inclination sensor 7 and an alarm 8 both arranged on the box body 6, and a second inclination sensor 9 arranged on the other steel pipe pile 3;
an electronic circuit board is arranged in the box body 6, a microcontroller 10 and a wireless communication module 11 connected with the microcontroller 10 are integrated on the electronic circuit board, the output end of the first inclination sensor 7 and the output end of the second inclination sensor 9 are connected with the input end of the microcontroller 10, and the alarm 8 is controlled by the microcontroller 10.
In this embodiment, the microcontroller 10 is preferably an STM32F103VET6 microcontroller, the wireless communication module 11 is preferably a mutually trusted intelligent HX2002GPRS wireless transmission module, and the wireless communication module 11 is configured to remotely send tilt signals detected by the first tilt sensor 7 and the second tilt sensor 9 to a mobile phone or a laptop carried by a monitoring person, so that the monitoring person can remotely view the tilt signals; the alarm 8 is preferably an audible and visual alarm, and when the first inclination sensor 7 and the second inclination sensor 9 detect the inclination signals, the microcontroller 10 controls the alarm 8 to give an alarm to remind the staff that the supporting structure is inclined.
In this embodiment, whether two steel pipe piles 3 are inclined or not is detected by the first inclination sensor 7 and the second inclination sensor 9, when a pin D01 of the first inclination sensor 7 outputs a high level or a pin D01 of the second inclination sensor 9 outputs a high level to the microcontroller 11, it is described that the steel pipe piles 3 are inclined, that is, the support structure is inclined, and the microcontroller 10 transmits an inclination signal detected by the first inclination sensor 7 or the second inclination sensor 9 to a monitoring person through the wireless communication module 11 to remind the monitoring person to take measures.
As shown in fig. 1, fig. 3, fig. 4, fig. 5 and fig. 6, in the present embodiment, the supporting seat includes a left supporting seat body 12 and a right supporting seat body 13 matched with the left supporting seat body 12, and a connector for connecting the left supporting seat body 12 and the right supporting seat body 13;
the left support seat body 12 and the right support seat body 13 have the same structure, the left support seat body 12 and the right support seat body 13 respectively comprise a U-shaped positioning plate 14, a first connecting plate 15 and a second connecting plate 16 which are symmetrically arranged on two side plates of the U-shaped positioning plate 14, and a U-shaped top plate 17, a U-shaped stiffening plate 18 and a U-shaped bottom plate 19 which are sequentially sleeved on the U-shaped positioning plate 14 from top to bottom, an oblique stiffening plate 20 is arranged between the U-shaped top plate 17 and the U-shaped stiffening plate 18, and the bottom surface of the U-shaped bottom plate 19 is attached to the top surface of the base 2-1;
the connector comprises a first connecting bolt 21 and a second connecting bolt 22, the first connecting bolt 21 sequentially penetrates through the first connecting plate 15 of the right support seat body 13 and the first connecting plate 15 of the left support seat body 12 to be matched with a first connecting nut 23, and the second connecting bolt 22 sequentially penetrates through the second connecting plate 16 of the right support seat body 13 and the second connecting plate 16 of the left support seat body 12 to be matched with a second connecting nut 24.
In this embodiment, it should be noted that the U-shaped positioning plate 14 of the left support base 12 is matched with the U-shaped positioning plate 14 of the right support base 13, so that the support base is sleeved on the support columns 2-2, the bottom of the steel pipe pile 3 is conveniently abutted to the top surface of the U-shaped top plate 17 by the U-shaped top plate 17, and the strength of the support base is enhanced by the oblique stiffening plate 20, so as to prevent the support base from deforming during use.
In this embodiment, in actual use, the cross section of the supporting column 2-2 is rectangular, and the cross section of the base 2-1 is larger than that of the supporting column 2-2, so that the base 2-1 can limit the supporting seat sleeved on the supporting column 2-2, and the bottom surfaces of the U-shaped bottom plate 19 of the left supporting seat 12 and the U-shaped bottom plate 19 of the right supporting seat 13 of the supporting seat are both attached to the top surface of the base 2-1, thereby facilitating the guarantee of the installation stability of the supporting seat.
As shown in fig. 3 and 6, in the present embodiment, the bottom surface of the steel pipe pile 3 is attached to the top surface of the U-shaped top plate 17 of the left support base body 12 or the right support base body 13, and the pile body of the steel pipe pile 3 is integrally bound to the support column 2-2 by the steel wire rope 25.
In the embodiment, the pile body of the steel pipe pile 3 and the supporting columns 2-2 corresponding to the steel pipe pile 3 are bound into a whole through the steel wire ropes 25, the connection between the vertical supporting frame and the bearing pier 2 is enhanced, the stability of the supporting structure is further enhanced, and the safety is good.
As shown in fig. 6, in this embodiment, the number of the middle reinforcing members is plural, the plural middle reinforcing members are uniformly arranged along the height direction of the steel pipe pile 3, and each middle reinforcing member includes a first diagonal reinforcing rod 26 and a second diagonal reinforcing rod 27 which are arranged between two steel pipe piles 3 and are arranged in a crossing manner.
In this embodiment, strengthen the connection of two steel-pipe piles 3 through setting up a plurality of middle part reinforcements, and then strengthen the stability of vertical support frame.
When the method is used specifically, the number of the bearing piers 2 at the bottom of the aqueduct body 1 of an area needing to span a gully or a river and the like in a field is determined, the number of the bearing piers 2 is M, M is a positive integer and is more than or equal to 2, a support mechanism is arranged between two adjacent bearing piers 2 of the M bearing piers 2, and when the support mechanism is arranged between two adjacent bearing piers 2, the method mainly comprises the following steps:
step one, a vertical support frame is arranged on a bearing pier 2:
step 101, mounting a left support seat body 12 and a right support seat body 13 of a support seat on the left side and the right side of a support column 2-2 of a bearing pier 2, and connecting the left support seat body 12 and the right support seat body 13 into a whole through a connector to complete the mounting of the support seat;
102, installing a steel pipe pile 3 on a U-shaped top plate 17 of a support seat, and binding a pile body of the steel pipe pile 3 and a support column 2-2 into a whole through a plurality of steel wire ropes 25 to finish the installation of the steel pipe pile 3;
103, installing another support base on another support column 2-2 of one bearing pier 2 according to the method of the step 101 and the method of the step 102, and installing another steel pipe pile 3 on the other support base;
104, mounting a plurality of middle reinforcing members and transverse top beams 4 between one steel pipe pile 3 and another steel pipe pile 3 to complete the mounting of one vertical support frame on one bearing pier 2;
step two, installing another vertical support frame on another bearing pier 2:
according to the method in the first step, the installation of another vertical support frame on another bearing pier 2 is completed;
step three, installing a horizontal support frame:
installing a Bailey beam 5 between the transverse top beam 4 of one vertical support frame and the transverse top beam 4 of the other vertical support frame to complete the installation of the horizontal support frame and further complete the installation of the support mechanism;
step four, constructing the aqueduct body 1 between the two bearing piers 2:
when the aqueduct body 1 between two bearing piers 2 is constructed, whether the vertical support frame inclines or not is detected in real time through the inclination detection module, and when the vertical support frame inclines, the microcontroller 10 controls the alarm 8 to give an alarm to remind a constructor that the vertical support frame inclines. The utility model has simple structure and reasonable design, supports the aqueduct body between two adjacent bearing piers by arranging the supporting mechanism during the construction of the aqueduct, and ensures that the aqueduct can smoothly and safely construct when crossing regions such as a field gully or a river without processing the foundation between two adjacent bearing piers and erecting a full supporting frame because the dead weight of the supporting mechanism and the weight of the concrete aqueduct body are both born by the existing bearing piers of the aqueduct, thereby greatly saving the cost, having high construction efficiency and good safety and being convenient for popularization and use.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and all simple modifications, changes and equivalent structural changes made to the above embodiment according to the technical spirit of the present invention still fall within the protection scope of the technical solution of the present invention.

Claims (5)

1. The utility model provides a bearing structure is used in aqueduct construction, the aqueduct includes aqueduct body (1) and a plurality of bearing mound (2) that are used for supporting aqueduct body (1), every bearing mound (2) all include base (2-1) and set up support post (2-2) on base (2-1), every the quantity of support post (2-2) is two on base (2-1), adjacent two be provided with supporting mechanism, its characterized in that between bearing mound (2): the supporting mechanism comprises two vertical supporting frames, a horizontal supporting frame connected between the two vertical supporting frames and an inclination detection module arranged on the vertical supporting frames and used for detecting the inclination of the vertical supporting frames;
the two vertical support frames correspond to the two bearing piers (2) one by one, each vertical support frame comprises a support seat sleeved on a bearing column (2-2) and steel pipe piles (3) arranged on the support seats, the number of the support seats and the number of the steel pipe piles (3) are equal to the number of the bearing columns (2-2) on each bearing pier (2), the two support seats, the two steel pipe piles (3) and the two bearing columns (2-2) correspond one by one, and a transverse top beam (4) and a middle reinforcing member are arranged between the two steel pipe piles (3);
the horizontal support frame comprises a Bailey beam (5) erected between a transverse top beam (4) of one vertical support frame and a transverse top beam (4) of the other vertical support frame.
2. The support structure for aqueduct construction according to claim 1, wherein: the number of the inclination detection modules is equal to that of the vertical support frames and corresponds to that of the vertical support frames one by one, and each inclination detection module comprises a box body (6) arranged on one steel pipe pile (3), a first inclination sensor (7) and an alarm (8) which are arranged on the box body (6), and a second inclination sensor (9) arranged on the other steel pipe pile (3);
be provided with the electronic circuit board in box (6), integrated wireless communication module (11) that have microcontroller (10) and meet with microcontroller (10) on the electronic circuit board, the output of first slope sensor (7) and the output of second slope sensor (9) all are connected with the input of microcontroller (10), alarm (8) are controlled by microcontroller (10).
3. The support structure for aqueduct construction according to claim 1, wherein: the supporting seat comprises a left supporting seat body (12), a right supporting seat body (13) matched with the left supporting seat body (12) and a connector used for connecting the left supporting seat body (12) and the right supporting seat body (13);
the left support base body (12) and the right support base body (13) are identical in structure, the left support base body (12) and the right support base body (13) respectively comprise a U-shaped positioning plate (14), a first connecting plate (15) and a second connecting plate (16) which are symmetrically arranged on two side plates of the U-shaped positioning plate (14), and a U-shaped top plate (17), a U-shaped stiffening plate (18) and a U-shaped bottom plate (19) which are sequentially sleeved on the U-shaped positioning plate (14) from top to bottom, an oblique stiffening plate (20) is arranged between the U-shaped top plate (17) and the U-shaped stiffening plate (18), and the bottom surface of the U-shaped bottom plate (19) is attached to the top surface of the base (2-1);
the connector comprises a first connecting bolt (21) and a second connecting bolt (22), wherein the first connecting bolt (21) sequentially penetrates through a first connecting plate (15) of the right support base body (13) and a first connecting plate (15) of the left support base body (12) to be matched with a first connecting nut (23), and the second connecting bolt (22) sequentially penetrates through a second connecting plate (16) of the right support base body (13) and a second connecting plate (16) of the left support base body (12) to be matched with a second connecting nut (24).
4. The support structure for aqueduct construction according to claim 3, wherein: the bottom surface of the steel pipe pile (3) is attached to the top surface of a U-shaped top plate (17) of the left support base body (12) or the right support base body (13), and the pile body of the steel pipe pile (3) is bound with the support column (2-2) into a whole through a steel wire rope (25).
5. The support structure for aqueduct construction according to claim 1, wherein: the quantity of middle part reinforcement is a plurality of, and is a plurality of the middle part reinforcement is evenly laid along the direction of height of steel-pipe pile (3), every the middle part reinforcement all is including setting up first slant strengthening bar (26) and second slant strengthening bar (27) that just are the crisscross laying between two steel-pipe pile (3).
CN202123423903.5U 2021-12-31 2021-12-31 Bearing structure is used in aqueduct construction Active CN216515419U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202123423903.5U CN216515419U (en) 2021-12-31 2021-12-31 Bearing structure is used in aqueduct construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202123423903.5U CN216515419U (en) 2021-12-31 2021-12-31 Bearing structure is used in aqueduct construction

Publications (1)

Publication Number Publication Date
CN216515419U true CN216515419U (en) 2022-05-13

Family

ID=81514090

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Application Number Title Priority Date Filing Date
CN202123423903.5U Active CN216515419U (en) 2021-12-31 2021-12-31 Bearing structure is used in aqueduct construction

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Country Link
CN (1) CN216515419U (en)

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Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
EE01 Entry into force of recordation of patent licensing contract

Assignee: POWERCHINA NORTHWEST ENGINEERING Co.,Ltd.

Assignor: SINOHYDRO BUREAU 3 Co.,Ltd.

Contract record no.: X2024980002130

Denomination of utility model: A support structure for aqueduct construction

Granted publication date: 20220513

License type: Common License

Record date: 20240221

EE01 Entry into force of recordation of patent licensing contract