CN217419521U - Concrete support system for overhanging part of sluice pier of sluice gate - Google Patents
Concrete support system for overhanging part of sluice pier of sluice gate Download PDFInfo
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- CN217419521U CN217419521U CN202220876181.4U CN202220876181U CN217419521U CN 217419521 U CN217419521 U CN 217419521U CN 202220876181 U CN202220876181 U CN 202220876181U CN 217419521 U CN217419521 U CN 217419521U
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- 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
Abstract
The utility model discloses a sluicing floodgate mound position concrete support system of encorbelmenting, including inclined plane I-steel, a serial communication port, the below of inclined plane I-steel is provided with first support system and second support system, first support system includes two first steel-pipe columns of mutual horizontally, two first channel-section steels and two top support posts, two be connected through a plurality of connection steel columns between the first steel-pipe column, two first channel-section steels are connected respectively in the upper end of two first steel-pipe columns, two the top support post sets up respectively in the upper end of two first channel-section steels, and it is a plurality of to correspond position department connect the equal intercrossing of steel column and arrange, the second support system includes two second steel-pipe columns of mutual horizontally, two other first channel-section steels and two other top support posts. The utility model has the advantages of reasonable design, have and provide powerful support system, reduce the benefit of cost for sluicing floodgate road bridge.
Description
Technical Field
The utility model relates to an avionics pivot engineering technical field especially relates to a sluice gate mound part concrete support system of encorbelmenting.
Background
At present, more and more avionic hub projects are designed, in order to meet the passing requirements of people at two banks, a dam crest highway bridge is usually designed on an overhanging part designed in the downstream direction of a sluice gate pier in the design process, the overhanging part of the sluice gate pier is used as a bearing foundation of the dam crest highway bridge, and then the prefabricated beam is installed, so that the passing requirements of the people at two banks are met, and the construction cost is reduced.
In order to solve the concrete construction problem of the overhanging part of the sluice gate pier and reduce the construction cost and the safety risk, a concrete construction bracket system of the overhanging part of the sluice gate pier is provided.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defects existing in the prior art and providing a concrete bracket system for the overhanging part of a sluice pier.
In order to realize the purpose, the utility model adopts the following technical scheme:
a concrete support system for a cantilever part of a sluice pier of a sluice gate comprises an inclined plane I-steel, wherein a first support system and a second support system are arranged below the inclined plane I-steel, the first support system comprises two first steel pipe columns which are horizontal to each other, two first channel steels and two jacking columns, the two first steel pipe columns are connected through a plurality of connecting steel columns, the two first channel steels are respectively connected to the upper ends of the two first steel pipe columns, the two jacking columns are respectively arranged at the upper ends of the two first channel steels, the connecting steel columns at corresponding positions are mutually and crossly arranged, the second support system comprises two second steel pipe columns which are horizontal to each other, the other two first channel steels and the other two jacking columns, the two second steel pipe columns are connected through a plurality of additional connecting steel columns, the two other first channel steels are respectively connected to the upper ends of the two second steel pipe columns, the two other jacking columns are respectively arranged at the upper ends of the first channel steel at the corresponding positions, and prefabricated steel plates are arranged at the lower ends of the two first steel pipe columns and the lower ends of the two second steel pipe columns.
Preferably, two first steel-pipe column with two the second steel-pipe column is connected through a plurality of second channel-section steels each other, and is a plurality of be provided with a plurality of support columns that intersect setting between the second channel-section steel.
Preferably, a plurality of connecting h-beams are fixedly connected between the two first steel pipe columns and the two second steel pipe columns, the connecting h-beams are vertically arranged under the inclined plane h-beam, an additional first channel beam and an additional jacking column are arranged between the connecting h-beams, and the jacking columns are abutted against the lower ends of the inclined plane h-beam.
Preferably, a plurality of steel bars are arranged on a plurality of prefabricated steel plates.
Preferably, the positions of the jacking columns correspond to the positions of the connecting i-beams at the positions respectively.
The utility model has the following advantages;
in the utility model, the prefabricated steel plates are embedded on the basis of the gate pier, each steel pipe column is installed, and the second channel steel and the support columns are connected with each other transversely, so that the stability of the support is enhanced; the connecting I-steel is welded on two sides of the steel pipe column and can be used as a stress supporting point of the jacking column; the jacking column is installed at the top of the steel pipe column and can be used for adjusting the elevation of the template, the supporting system arranged by the device is complete in structure and reasonable in design, can be used as a powerful supporting component of a road bridge, is worthy of being popularized and built, and is low in manufacturing cost.
Drawings
Fig. 1 is a schematic structural view of a concrete support system at an overhanging part of a sluice pier of the sluice gate provided by the utility model;
fig. 2 is a schematic side view of a first support system of a concrete support system at an overhanging portion of a sluice gate pier provided by the present invention;
fig. 3 is a schematic side view of a second support system of a concrete support system for an overhanging portion of a sluice pier of the present invention;
fig. 4 is the utility model provides a position concrete support system's prefabricated steel plate structure schematic diagram is encorbelmented to sluice gate mound.
In the figure: the steel column comprises 1 inclined plane I-steel, 2 jacking columns, 3 first channel steel, 4 first steel pipe columns, 5 connecting I-steel, 6 second channel steel, 7 supporting columns, 8 second steel pipe columns, 9 prefabricated steel plates, 10 connecting steel columns and 11 reinforcing steel bars.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
Referring to fig. 1-4, a position concrete support system is encorbelmented to sluicing floodgate mound, including inclined plane I-steel 1, inclined plane I-steel 1's below is provided with first support system and second support system, first support system includes two first steel-pipe columns 4 of mutual horizontally, two first channel-section steels 3 and two jacking posts 2, be connected through a plurality of connection steel columns 10 between two first steel-pipe columns 4, two first channel-section steels 3 are connected respectively in the upper end of two first steel-pipe columns 4, two jacking posts 2 set up respectively in the upper end of two first channel-section steels 3, the equal intercrossing of a plurality of connection steel columns 10 that correspond position department arranges.
Wherein, the second support system includes two second steel-pipe columns 8 of mutual horizontally, other two first channel-section steels 3 and other two top support posts 2, be connected through a plurality of extra connecting steel columns 10 between two second steel-pipe columns 8, two other first channel-section steels 3 are connected respectively in the upper end of two second steel-pipe columns 8, two other top support posts 2 set up the upper end at the first channel-section steel 3 of corresponding position department respectively, the lower extreme of two first steel-pipe columns 4 and the lower extreme of two second steel-pipe columns 8 all are provided with prefabricated steel sheet 9.
Specifically, two first steel-pipe columns 4 and two second steel-pipe columns 8 are connected through a plurality of second channel-section steels 6 each other, be provided with a plurality of cross arrangement's support column 7 between a plurality of second channel-section steels 6, a plurality of connection I-section steels 5 of common fixedly connected with between two first steel-pipe columns 4 and two second steel-pipe columns 8, a plurality of equal vertical arrangement of connection I-section steel 5 are under inclined plane I-section steel 1, all be provided with extra first channel-section steel 3 and extra top support post 2 between a plurality of connection I-section steels 5, a plurality of top support posts 2 all offset with inclined plane I-section steel 1's lower extreme, a plurality of top support post 2's position is corresponding with a plurality of positions of connection I-section steel 5 of each position department respectively.
Specifically, all be provided with a plurality of reinforcing bars 11 on a plurality of prefabricated steel plates 9, a plurality of reinforcing bars 11 can be used for the position of fixed prefabricated steel plate 9.
The utility model discloses in, utilize prefabricated steel sheet 9 that the installation corresponds on the sluicing gate floor, install each first steel-pipe column 4 and each second steel-pipe column 8 on corresponding prefabricated steel sheet 9 again and mainly bear the system as sluicing gate pier overhanging part concrete, then weld a plurality of second channel-section steels 6 that correspond respectively between each first steel-pipe column 4 and each second steel-pipe column 8 again, support column 7 and a plurality of connection steel column 10, install each jacking post 2 on the mounting system, but the adjustable template elevation, a construction for the concrete.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (5)
1. A concrete support system for a cantilever part of a sluice pier of a sluice gate comprises an inclined plane I-shaped steel (1) and is characterized in that a first support system and a second support system are arranged below the inclined plane I-shaped steel (1), the first support system comprises two first steel pipe columns (4) which are horizontal to each other, two first channel steels (3) and two jacking columns (2), the two first steel pipe columns (4) are connected through a plurality of connecting steel columns (10), the two first channel steels (3) are respectively connected to the upper ends of the two first steel pipe columns (4), the two jacking columns (2) are respectively arranged at the upper ends of the two first channel steels (3), the connecting steel columns (10) at corresponding positions are all arranged in a mutually crossed mode, the second support system comprises two second steel pipe columns (8) which are horizontal to each other, two first channel steels (3) and two jacking columns (2), two be connected through a plurality of extra connecting steel columns (10) between second steel-pipe column (8), two in addition first channel-section steel (3) are connected respectively in the upper end of two second steel-pipe columns (8), two in addition jacking post (2) set up respectively in the upper end of corresponding position department first channel-section steel (3), two the lower extreme of first steel-pipe column (4) and two the lower extreme of second steel-pipe column (8) all is provided with prefabricated steel sheet (9).
2. The concrete support system for the overhanging part of the sluice gate pier is characterized in that the two first steel pipe columns (4) and the two second steel pipe columns (8) are connected with each other through a plurality of second channel steels (6), and a plurality of support columns (7) which are arranged in a crossed mode are arranged between the plurality of second channel steels (6).
3. The concrete support system for the overhanging part of the sluice gate pier is characterized in that a plurality of connecting I-beams (5) are fixedly connected between the two first steel pipe columns (4) and the two second steel pipe columns (8) together, the connecting I-beams (5) are vertically arranged under the inclined I-beam (1), additional first channel beams (3) and additional jacking columns (2) are arranged between the connecting I-beams (5), and the jacking columns (2) are abutted against the lower ends of the inclined I-beams (1).
4. The concrete support system for the overhanging part of the sluice gate pier is characterized in that a plurality of steel bars (11) are arranged on a plurality of prefabricated steel plates (9).
5. The concrete support system for the overhanging part of the sluice gate pier is characterized in that the positions of a plurality of jacking columns (2) respectively correspond to the positions of a plurality of connecting I-shaped steel (5) at each position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220876181.4U CN217419521U (en) | 2022-04-15 | 2022-04-15 | Concrete support system for overhanging part of sluice pier of sluice gate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220876181.4U CN217419521U (en) | 2022-04-15 | 2022-04-15 | Concrete support system for overhanging part of sluice pier of sluice gate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217419521U true CN217419521U (en) | 2022-09-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220876181.4U Active CN217419521U (en) | 2022-04-15 | 2022-04-15 | Concrete support system for overhanging part of sluice pier of sluice gate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217419521U (en) |
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2022
- 2022-04-15 CN CN202220876181.4U patent/CN217419521U/en active Active
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