CN212453068U - A wide flat beam type prefabricated railway platform concrete canopy - Google Patents

A wide flat beam type prefabricated railway platform concrete canopy Download PDF

Info

Publication number
CN212453068U
CN212453068U CN202021000193.8U CN202021000193U CN212453068U CN 212453068 U CN212453068 U CN 212453068U CN 202021000193 U CN202021000193 U CN 202021000193U CN 212453068 U CN212453068 U CN 212453068U
Authority
CN
China
Prior art keywords
concrete
canopy
wide flat
concrete canopy
flat beam
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
Application number
CN202021000193.8U
Other languages
Chinese (zh)
Inventor
谢子豪
武振锋
安乐
李爱民
王楚瑜
常靖林
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Lanzhou Jiaotong University
Original Assignee
Lanzhou Jiaotong University
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Lanzhou Jiaotong University filed Critical Lanzhou Jiaotong University
Priority to CN202021000193.8U priority Critical patent/CN212453068U/en
Application granted granted Critical
Publication of CN212453068U publication Critical patent/CN212453068U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

本实用新型公开了一种宽扁梁式装配式铁路站台混凝土雨棚,包括支撑组架,支撑组架包括杯口基础、混凝土雨棚支撑柱和纵向混凝土雨棚支撑梁,混凝土雨棚支撑柱位于杯口基础的顶部,纵向混凝土雨棚支撑梁位于混凝土雨棚支撑柱的顶端,纵向混凝土雨棚支撑梁的顶部外壁上设置有横向混凝土雨棚宽扁梁,且横向混凝土雨棚宽扁梁位于两个支撑组架之间,横向混凝土雨棚宽扁梁的顶部外壁上设置有预制混凝土空心板,预制混凝土空心板的两端顶部外壁上固定设置有混凝土支撑板,混凝土支撑板的顶部固定设置有顶棚板,顶棚板采用铝合金制作,预制混凝土空心板的中间顶部外壁上固定设置有辅助支撑板。

Figure 202021000193

The utility model discloses a wide flat beam type assembled railway platform concrete canopy, which comprises a supporting frame, the supporting frame comprises a cup mouth foundation, a concrete canopy supporting column, a longitudinal concrete canopy supporting beam, and the concrete canopy supporting column Located on the top of the cup mouth foundation, the longitudinal concrete canopy supporting beam is located at the top of the concrete canopy supporting column, the top outer wall of the longitudinal concrete canopy supporting beam is provided with a transverse concrete canopy wide flat beam, and the transverse concrete canopy wide flat beam Located between the two supporting frames, the top outer wall of the transverse concrete canopy wide flat beam is provided with a prefabricated concrete hollow slab, and the top outer walls of both ends of the prefabricated concrete hollow slab are fixed with concrete support plates, and the tops of the concrete support plates are fixed A ceiling plate is provided, the ceiling plate is made of aluminum alloy, and an auxiliary support plate is fixed on the outer wall of the middle top of the prefabricated concrete hollow plate.

Figure 202021000193

Description

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.

Claims (7)

1.一种宽扁梁式装配式铁路站台混凝土雨棚,包括支撑组架(1),其特征在于,所述支撑组架(1)包括杯口基础(2)、混凝土雨棚支撑柱(3)和纵向混凝土雨棚支撑梁(4),所述混凝土雨棚支撑柱(3)位于所述杯口基础(2)的顶部,所述纵向混凝土雨棚支撑梁(4)位于所述混凝土雨棚支撑柱(3)的顶端,所述纵向混凝土雨棚支撑梁(4)的顶部外壁上设置有横向混凝土雨棚宽扁梁(5),且所述横向混凝土雨棚宽扁梁(5)位于两个所述支撑组架(1)之间,所述横向混凝土雨棚宽扁梁(5)的顶部外壁上设置有预制混凝土空心板(6)。1. A wide flat beam type prefabricated railway platform concrete canopy, comprising a support frame (1), wherein the support frame (1) comprises a cup base (2), a concrete canopy support column ( 3) and a longitudinal concrete canopy support beam (4), the concrete canopy support column (3) is located on the top of the cup foundation (2), and the longitudinal concrete canopy support beam (4) is located on the concrete The top of the canopy support column (3), the top outer wall of the longitudinal concrete canopy support beam (4) is provided with a transverse concrete canopy wide flat beam (5), and the transverse concrete canopy wide flat beam (5) ) is located between the two supporting frames (1), and a prefabricated concrete hollow slab (6) is arranged on the top outer wall of the transverse concrete canopy wide flat beam (5). 2.根据权利要求1所述的一种宽扁梁式装配式铁路站台混凝土雨棚,其特征在于,所述预制混凝土空心板(6)的两端顶部外壁上固定设置有混凝土支撑板(7)。2. A kind of wide flat beam type prefabricated railway platform concrete canopy according to claim 1, is characterized in that, concrete support plates (7) are fixedly provided on the outer walls of the tops of both ends of the prefabricated concrete hollow slab (6). ). 3.根据权利要求2所述的一种宽扁梁式装配式铁路站台混凝土雨棚,其特征在于,所述混凝土支撑板(7)的顶部固定设置有顶棚板(8),所述顶棚板(8)采用铝合金制作。3. A wide flat beam type prefabricated railway platform concrete canopy according to claim 2, characterized in that a ceiling plate (8) is fixedly arranged on the top of the concrete support plate (7), and the ceiling plate (8) Made of aluminum alloy. 4.根据权利要求1所述的一种宽扁梁式装配式铁路站台混凝土雨棚,其特征在于,所述预制混凝土空心板(6)的中间顶部外壁上固定设置有辅助支撑板(9)。4. A kind of wide flat beam type prefabricated railway platform concrete canopy according to claim 1, is characterized in that, the middle top outer wall of described prefabricated concrete hollow slab (6) is fixedly provided with auxiliary support plate (9) . 5.根据权利要求1所述的一种宽扁梁式装配式铁路站台混凝土雨棚,其特征在于,所述杯口基础(2)的顶部外壁上开设有杯口连接槽(10),所述混凝土雨棚支撑柱(3)的底端插入所述杯口连接槽(10)内部。5. A kind of wide flat beam type prefabricated concrete canopy for railway platform according to claim 1, characterized in that, a cup mouth connecting groove (10) is opened on the top outer wall of the cup mouth foundation (2), so The bottom end of the concrete canopy support column (3) is inserted into the cup mouth connecting groove (10). 6.根据权利要求1所述的一种宽扁梁式装配式铁路站台混凝土雨棚,其特征在于,所述纵向混凝土雨棚支撑梁(4)的两端底部外壁上分别开设有支撑梁连接槽(11),所述混凝土雨棚支撑柱(3)的顶端插入所述支撑梁连接槽(11)内。6. A kind of wide flat beam type prefabricated concrete canopy for railway platform according to claim 1, characterized in that, the outer walls of both ends of the longitudinal concrete canopy supporting beam (4) are respectively provided with supporting beams to connect A groove (11), the top end of the concrete canopy support column (3) is inserted into the support beam connecting groove (11). 7.根据权利要求1所述的一种宽扁梁式装配式铁路站台混凝土雨棚,其特征在于,所述纵向混凝土雨棚支撑梁(4)的两端顶部外壁上开设有宽扁梁连接槽(12),所述横向混凝土雨棚宽扁梁(5)的端部位于所述宽扁梁连接槽(12)内。7. A kind of wide flat beam type prefabricated railway platform concrete canopy according to claim 1 is characterized in that, wide flat beam connection is provided on the outer walls of the tops of both ends of the longitudinal concrete canopy supporting beam (4). A groove (12), the end of the wide flat beam (5) of the transverse concrete canopy is located in the connecting groove (12) of the wide flat beam.
CN202021000193.8U 2020-06-04 2020-06-04 A wide flat beam type prefabricated railway platform concrete canopy Expired - Fee Related CN212453068U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202021000193.8U CN212453068U (en) 2020-06-04 2020-06-04 A wide flat beam type prefabricated railway platform concrete canopy

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202021000193.8U CN212453068U (en) 2020-06-04 2020-06-04 A wide flat beam type prefabricated railway platform concrete canopy

Publications (1)

Publication Number Publication Date
CN212453068U true CN212453068U (en) 2021-02-02

Family

ID=74477919

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202021000193.8U Expired - Fee Related CN212453068U (en) 2020-06-04 2020-06-04 A wide flat beam type prefabricated railway platform concrete canopy

Country Status (1)

Country Link
CN (1) CN212453068U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113668415A (en) * 2021-08-27 2021-11-19 中铁第四勘察设计院集团有限公司 Novel assembly type aluminum alloy ground station and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113668415A (en) * 2021-08-27 2021-11-19 中铁第四勘察设计院集团有限公司 Novel assembly type aluminum alloy ground station and construction method thereof

Similar Documents

Publication Publication Date Title
CN111535360A (en) Mounting method and mounting structure of rail top air duct
CN112281625B (en) Fabricated construction trestle and construction method thereof
CN213978596U (en) Thin-wall steel box concrete combined bridge tower
CN210239246U (en) Wide flat beam type assembled concrete canopy for railway platform
CN210975503U (en) Large-span prefabricated assembled bent cap and pier stand connection structure
CN212453068U (en) A wide flat beam type prefabricated railway platform concrete canopy
CN105088970A (en) Construction method of corrugated steel web PC box girder cable-stayed bridge
CN112695646A (en) Triangular area construction method of open-web rigid frame bridge
CN216865231U (en) Prefabricated assembly beam plate type fan foundation
CN212506400U (en) Mounting structure of rail top air duct
CN217711099U (en) Prefabricated post structure convenient to high-efficient connection
CN213732502U (en) High-efficient prefabricated case roof beam field steel reinforcement cage ligature bench formwork
CN212477465U (en) Assembled platform
CN111851318B (en) Side span formwork system of cantilever bridge and its construction method
CN213682477U (en) Upper cover structure system applied to track operation line
CN212154137U (en) Assembled support-free hanging die
CN210562580U (en) Building main body
CN222477231U (en) Supporting frame cantilever structure for erecting steel box girder bridge
CN112323616A (en) Prefabricated concrete column splicing node and its construction method and prefabricated elevated station
CN201850510U (en) Inverted triangular support of cast-in-situ box girder
CN217461620U (en) Large-span rail-walking electric canopy for prefabricated beam field
CN220450689U (en) Distributing machine suspension bracket for concrete pouring construction of upper beam of cable tower
CN110924706A (en) Structural frame for assembled movable environment-friendly toilet of public toilet for travel
CN220927539U (en) Hollow pier top cap concrete placement supporting template
CN114673074B (en) Multipurpose standard H-shaped steel tower of cable lifting system

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20210202

CF01 Termination of patent right due to non-payment of annual fee