Wide flat beam type assembled concrete canopy for railway platform
Technical Field
The utility model relates to a building engineering technical field specifically is a wide flat beam formula assembled railway platform concrete canopy.
Background
The railway platform canopy is used as a building for shielding passengers from wind and rain, plays an important role in the transportation process of the passengers, the scale of the railway platform canopy is enlarged along with the continuous development of railways, the assembly type building becomes a large development direction along with the development of assembly type technologies, the assembly type building has the advantages of saving resources, reducing environmental pollution, being obvious in social comprehensive benefits and the like, becomes a direction for vigorously developing and guiding governments in China, and is a necessary way for greening and generating the building.
The platform rainshed is distributed on different platforms of a station, the number of the platform rainsheds is less, the number of the platform rainsheds is more, the number of the platform rainsheds is six, the number of the platform rainsheds is seven, and the length of each platform rainshed is about 500 meters.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a wide flat beam formula assembled railway platform concrete canopy to solve the current canopy that provides in the above-mentioned background art and build loaded down with trivial details, waste time and energy and the higher problem of construction cost.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a wide flat beam formula assembled railway platform concrete canopy, includes support group frame, support group frame includes rim of a cup basis, concrete canopy support column and vertical concrete canopy supporting beam, the concrete canopy support column is located the top on rim of a cup basis, vertical concrete canopy supporting beam is located the top of concrete canopy support column, be provided with the wide flat beam of horizontal concrete canopy on vertical concrete canopy supporting beam's the top outer wall, just the wide flat beam of horizontal concrete canopy is located two between the support group frame, be provided with the hollow slab of precast concrete on the top outer wall of the wide flat beam of horizontal concrete canopy.
As a further aspect of the present invention: and concrete supporting plates are fixedly arranged on the outer walls of the tops of the two ends of the precast concrete hollow slab.
As a further aspect of the present invention: the top of the concrete support plate is fixedly provided with a ceiling plate, and the ceiling plate is made of aluminum alloy.
As a further aspect of the present invention: and an auxiliary supporting plate is fixedly arranged on the outer wall of the middle top of the precast concrete hollow slab.
As a further aspect of the present invention: the cup opening connecting groove is formed in the outer wall of the top of the cup opening foundation, and the bottom end of the concrete canopy supporting column is inserted into the cup opening connecting groove.
As a further aspect of the present invention: a supporting beam connecting groove is formed in the outer walls of the bottoms of the two ends of the longitudinal concrete canopy supporting beam respectively, and the top end of the concrete canopy supporting column is inserted into the supporting beam connecting groove.
As a further aspect of the present invention: the outer walls of the two ends of the longitudinal concrete canopy supporting beam are provided with wide flat beam connecting grooves, and the end parts of the transverse concrete canopy wide flat beams are located in the wide flat beam connecting grooves.
Compared with the prior art, the beneficial effects of the utility model are that:
1. each concrete part of the device is a prefabricated part, and the prefabricated part does not need to be erected on a construction site for pouring, so that the construction period is shortened, the rainsheds with different sizes can be quickly constructed in a short time, the time and the labor are saved, and the construction cost is reduced.
2. Through a supporting beam spread groove and the wide flat beam spread groove of seting up on vertical concrete canopy supporting beam, be convenient for fix a position when assembling concrete canopy support column and the wide flat beam of horizontal concrete canopy, the post-assembling stability is better moreover, the device simple structure, it is comparatively convenient to assemble.
Drawings
Fig. 1 is a schematic structural view of a support frame assembly of a wide flat beam type fabricated concrete canopy of a railway platform.
Fig. 2 is a left side view of a wide flat beam fabricated railway platform concrete canopy.
Fig. 3 is a schematic structural view of a longitudinal concrete canopy support beam in a wide flat beam type fabricated railway platform concrete canopy.
Fig. 4 is a structural section view of a cup foundation in a wide flat beam type fabricated railway platform concrete canopy.
In the figure: the method comprises the following steps of 1-supporting group frame, 2-cup foundation, 3-concrete canopy supporting column, 4-longitudinal concrete canopy supporting beam, 5-transverse concrete canopy wide flat beam, 6-precast concrete hollow plate, 7-concrete supporting plate, 8-ceiling plate, 9-auxiliary supporting plate, 10-cup connecting groove, 11-supporting beam connecting groove and 12-wide flat beam connecting groove.
Detailed Description
The technical solution of the present patent will be described in further detail with reference to the following embodiments.
Referring to fig. 1-4, a wide flat beam type fabricated railway platform concrete canopy comprises a support assembly frame 1, wherein the support assembly frame 1 comprises a cup foundation 2, a concrete canopy support column 3 and a longitudinal concrete canopy support beam 4, the concrete canopy support column 3 is located at the top of the cup foundation 2, the longitudinal concrete canopy support beam 4 is located at the top end of the concrete canopy support column 3, a transverse concrete canopy wide flat beam 5 is arranged on the outer wall of the top of the longitudinal concrete canopy support beam 4, the transverse concrete canopy wide flat beam 5 is located between the two support assembly frames 1, and therefore selective assembly can be conducted according to the actual length of a canopy, and a precast concrete hollow plate 6 is arranged on the outer wall of the top of the transverse concrete canopy wide flat beam 5.
Combine fig. 1 and fig. 2 to show, fixedly on the both ends top outer wall of precast concrete hollow slab 6 being provided with concrete support plate 7, the fixed ceiling board 8 that is provided with in top of concrete support plate 7, ceiling board 8 adopts the aluminum alloy preparation, is favorable to reducing the bearing that supports group frame 1 like this, fixedly on the middle top outer wall of precast concrete hollow slab 6 being provided with auxiliary support plate 9 to improve the device's stability.
As shown in the combined drawings of fig. 1 and 4, a cup opening connecting groove 10 is formed in the outer wall of the top of the cup opening foundation 2, positioning is facilitated during assembly, stability of the assembled integral device is improved, the bottom end of the concrete canopy supporting column 3 is inserted into the cup opening connecting groove 10, and concrete slurry is poured into a gap in the cup opening connecting groove 10.
Combine shown in fig. 1 and 3, a supporting beam spread groove 11 has been seted up on the both ends bottom outer wall of vertical concrete canopy supporting beam 4 respectively, insert a supporting beam spread groove 11 on the top of concrete canopy support column 3, wide flat beam spread groove 12 has been seted up on the both ends top outer wall of vertical concrete canopy supporting beam 4, the tip of the wide flat beam 5 of horizontal concrete canopy is located wide flat beam spread groove 12, under the effect of supporting beam spread groove 11 and wide flat beam spread groove 12, be convenient for fix a position during the assembly, and assembly back stability is better.
The utility model relates to a wide flat beam formula assembled railway platform concrete canopy, during the assembly, at first with 2 fixed mounting of rim of a cup basis in assigned position, then insert the bottom of concrete canopy support column 3 in the rim of a cup spread groove 10 at 2 tops of rim of a cup basis, then pour into the gap in the rim of a cup spread groove 10 with concrete mud, assemble vertical concrete canopy supporting beam 4 and concrete canopy support column 3 afterwards, then assemble horizontal wide flat beam 5 of concrete canopy on vertical concrete canopy supporting beam 4, under supporting beam 11 and wide flat beam spread groove 12's effect, be convenient for fix a position during the assembly, and assembly back stability is better, install precast concrete cored slab 6 on horizontal wide flat beam 5 of concrete canopy afterwards, then build concrete supporting plate 7, auxiliary supporting plate 9 and ceiling slab 8.
Although the preferred embodiments of the present patent have been described in detail, the present patent is not limited to the above embodiments, and various changes can be made without departing from the spirit of the present patent within the knowledge of those skilled in the art.