CN211547273U - Landscape bridge for vehicle to pass through ship - Google Patents

Landscape bridge for vehicle to pass through ship Download PDF

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Publication number
CN211547273U
CN211547273U CN201821896477.2U CN201821896477U CN211547273U CN 211547273 U CN211547273 U CN 211547273U CN 201821896477 U CN201821896477 U CN 201821896477U CN 211547273 U CN211547273 U CN 211547273U
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bridge
template
abutment
arch ring
templates
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CN201821896477.2U
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Chinese (zh)
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王新泉
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Hangzhou Jiangrun Technology Co Ltd
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Hangzhou Jiangrun Technology Co Ltd
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Abstract

The utility model relates to a landscape bridge for driving and passing through a ship, which comprises an arch ring structure and a bridge body structure; the arch ring structure comprises a bearing platform, a bridge abutment and an arch ring; the abutment is placed on the bearing platform, and the bearing platform and the abutment are respectively provided with two abutments which are symmetrically arranged; the inner sides of the symmetrically arranged abutment are provided with abutment preformed holes, and the two ends of the arch ring are integrally poured into the abutment preformed holes, so that the abutment and the arch ring are integrated; the bridge body structure is positioned on the abutment and the arch ring; the utility model is provided with the reserved groove on the bridge abutment, and the two ends of the arch ring are respectively poured into the corresponding reserved groove, so that the arch ring and the bridge abutment are integrated; the stability of the arch ring is facilitated, the arch ring is prevented from falling off from the abutment, and meanwhile, the load transferred from the arch ring can be better transferred to the abutment.

Description

Landscape bridge for vehicle to pass through ship
Technical Field
The utility model relates to a bridge technical field, in particular to ship view bridge is crossed in car.
Background
The bridge is generally a structure which is erected on rivers, lakes and seas and allows vehicles, pedestrians and the like to smoothly pass through. The method is opened to 20 years in the early period of the century from reform, bridges are widely applied in China, and 22.4 thousands of permanent highway bridges are built in China. Modern bridges are not pure and aim at meeting functions, but are designed to keep functions, construction technology and form aesthetics, and also keep sharp tracking for new landscape problems generated along with social development, so that the modern bridges can meet the higher requirements of vigorous mothers on environmental quality. The traditional landscape bridge is low in construction speed, mainly characterized in that the landscape bridge is strange in shape, the template building speed is low, the template needs to be changed according to the shape of the landscape bridge, the template needs to be cut, and the connecting speed is low. In addition, a large number of split bolts are required to be built outside the traditional template to connect the templates, and time and labor are wasted.
Therefore, it is important to find a landscape bridge which can be constructed quickly and has a stable and reliable formwork.
In view of the above problems, it is necessary to improve them.
SUMMERY OF THE UTILITY MODEL
The utility model relates to an overcome the defect among the above-mentioned prior art, provide a simple structure, bear firmly by force, the fast car of construction speed crosses ship view bridge.
In order to achieve the purpose of the utility model, the utility model adopts the following technical scheme: the landscape bridge for driving to pass through the ship comprises an arch ring structure and a bridge body structure; the arch ring structure comprises a bearing platform, a bridge abutment and an arch ring; the abutment is placed on the bearing platform, and the bearing platform and the abutment are respectively provided with two abutments which are symmetrically arranged; the inner sides of the symmetrically arranged abutment are provided with abutment preformed holes, and the two ends of the arch ring are integrally poured into the abutment preformed holes, so that the abutment and the arch ring are integrated; the bridge body structure is positioned on the abutment and the arch ring.
As a preferred scheme of the utility model, the bridge body structure comprises a bridge body, a broken stone rolling layer, a surface layer and a soft stone pavement layer which are sequentially arranged; the bridge body is fixedly arranged on the abutment and the arch ring.
As an optimized scheme of the utility model, the bridge body is formed by five bridge body templates and the end template interconnect that is located bridge body template both sides.
As a preferred scheme of the utility model, the bridge template comprises an arch template in the middle, special-shaped templates arranged at two sides of the arch template and side templates arranged at two sides of the special-shaped templates; splicing holes are uniformly distributed on the arch template, the special-shaped template and the side template, and the arch template, the special-shaped template and the side template are connected through a positioning device.
As a preferred scheme of the utility model, the arch template is a circular arc-shaped body and is matched with the arch ring; the bottom of the special-shaped template is matched with the bridge abutment and the bearing platform.
As a preferred scheme of the utility model, the positioning device comprises a splice plate, a screw rod, a nut and a gasket; the splice plate is used for connecting the adjacent arch templates, the special-shaped templates and the side templates; the screw rod penetrates through the splicing plate, the gasket and the splicing hole and is fastened through the nut, so that the nut is tightly attached to the splicing plate.
As an optimized proposal of the utility model, the splicing holes are provided with internal threads matched with the screw rods.
As an optimized scheme of the utility model, the both sides of bridge structure are provided with the curb, and the curb passes the rubble and rolls layer and surface course, offsets on the bridge.
As a preferred scheme of the utility model, soft stones are paved around the road shoulders.
As an optimized proposal of the utility model, the road shoulder is provided with a railing.
The utility model has the advantages that:
1. the utility model is provided with the reserved groove on the bridge abutment, and the two ends of the arch ring are respectively poured into the corresponding reserved groove, so that the arch ring and the bridge abutment are integrated; the stability of the arch ring is facilitated, the arch ring is prevented from falling off from the abutment, and meanwhile, the load transferred from the arch ring can be better transferred to the abutment.
2. The utility model divides the bridge body templates used by the bridge bodies at the two sides of the arch ring into five parts, each part is prefabricated outside the site in advance, and then the bridge bodies are transported to the site for splicing; pre-excavating template splicing holes in each part of templates, and splicing adjacent templates together by using splicing plates and screws; the utility model discloses can improve on-the-spot template concatenation speed, improve the efficiency of construction, and can used repeatedly after the construction.
Drawings
FIG. 1 is a view of the landscape bridge structure of the present invention;
FIG. 2 is a cross-sectional view of the center of the landscape bridge of FIG. 1 according to the present invention;
figure 3 is a detailed view of the utility model at a in figure 2;
FIG. 4 is a schematic view of a landscape bridge body template of the present invention;
FIG. 5 is a schematic view of the sideform of FIG. 4 according to the present invention;
fig. 6 is a schematic view of the end form of fig. 4 according to the present invention;
FIG. 7 is an exploded view of the form and positioning device of FIG. 4 in accordance with the present invention;
fig. 8 is a schematic view of the connection between the mold plate and the positioning device of fig. 4 according to the present invention.
Reference numbers in the figures: cushion cap 1, abutment 2, arch ring 3, bridge body 4, arch template 4-1, special-shaped template 4-2, side template 4-3, rubble rolling layer 5, surface layer 6, soft stone pavement layer 7, railing 8, nut 9, gasket 10, abutment preformed groove 11, template splicing hole 13, splice plate 14, screw rod 15, end template 16 and road shoulder 17.
Detailed Description
The following describes embodiments of the present invention in detail with reference to the accompanying drawings.
Example (b): as shown in fig. 1-8, the landscape bridge for driving through the ship comprises an arch ring structure and a bridge body structure; the arch ring structure comprises a bearing platform 1, a bridge abutment 2 and an arch ring 3; the abutment 2 is placed on the bearing platform 1, and the two bearing platforms 1 and the two abutment 2 are symmetrically arranged; the inner sides of the abutments 2 which are symmetrically arranged are provided with abutment preformed holes 11, and the two ends of the arch ring 3 are integrally poured into the abutment preformed holes 11, so that the abutments 2 and the arch ring 3 are integrated; the load transferred from the upper part of the arch ring can be better transferred to the abutment, and the bridge body structure is positioned on the abutment 2 and the arch ring 3, so that the stability of the arch ring is facilitated, and the arch ring can not fall off from the abutment.
The bridge body structure comprises a bridge body 4, a broken stone rolling layer 5, a surface layer 6 and a soft stone pavement layer 7 which are sequentially arranged; the bridge body 4 is fixedly arranged on the abutment 2 and the arch ring 3; the integral structure strength and firmness of the landscape bridge are improved, and the use safety of the bridge body is ensured.
The bridge body 4 is formed by connecting five bridge body templates and end templates 16 positioned at two sides of the bridge body templates, wherein each bridge body template comprises an arched template 4-1 in the middle, special-shaped templates 4-2 arranged at two sides of the arched template 4-1 and side templates 4-3 arranged at two sides of the special-shaped templates 4-2; template splicing holes 13 are uniformly formed in the arch template 4-1, the special-shaped template 4-2 and the side template 4-3, and the arch template 4-1, the special-shaped template 4-2 and the side template 4-3 are connected through a positioning device; the arched template 4-1 is a circular arc body and is matched with the arch ring 3; the bottom of the special-shaped template 4-2 is matched with the bridge abutment 2 and the bearing platform 1; the arch template 4-1, the special-shaped template 4-2, the side template 4-3 and the end template 16 are prefabricated outside the field in advance and then are transported to the field for splicing; pre-excavating template splicing holes 13 in each part of the template, and splicing adjacent templates 14 together by using splicing plates 14 and screws 15; the utility model discloses can improve on-the-spot template concatenation speed, improve the efficiency of construction, and can used repeatedly after the construction.
The positioning device comprises a splice plate 14, a screw rod 15, a screw cap 9 and a gasket 10; the splicing plates 14 are used for connecting the adjacent arched templates 4-1, the special-shaped templates 4-2, the side templates 4-3 and the end templates 16; the screw 15 is connected with the template splicing hole 13 through the splicing plate 14, the gasket 10 and the template, and is fastened through the nut 9, so that the nut 9 is tightly attached to the splicing plate 14.
The template splicing hole 13 is provided with an internal thread matched with the screw rod 15; the screw rod 15 passes through the splicing plate 14, the gasket 10 and the internal thread in the template splicing hole 13 to be rotatably connected, so that the connection firmness of the positioning device is improved.
Both sides of the bridge structure are provided with shoulders 17, the shoulders 17 penetrate the broken stone rolling layer 5 and the surface layer 6 and abut against the bridge body 4, soft stones are paved around the shoulders 17, and railings 8 are arranged on the shoulders 17 to protect sightseeing persons and prevent falling accidents.
The specific embodiment of the utility model includes the following steps:
step 1, prefabricating a bridge abutment and a bearing platform; the abutment and the bearing platform need to be prefabricated in advance before construction, the front view of the abutment is of a right-angle trapezoid structure, the upper side length is 2000mm, the lower side length is 2300mm, and the trapezoid height is 1500 mm; reserving a groove at the left position of the top of the abutment, wherein the groove is used for connecting the end part of the arch ring, and the cross section of the groove is 600mm multiplied by 600 mm; the front view of the bearing platform is a rectangular structure, the size of the bearing platform is longer than the bottom side of the bridge platform, and the length and the width of the bearing platform are 2600mm and 400mm respectively.
Step 2, constructing a bridge abutment and a bearing platform; and placing the bearing platform at the bottom of the viewing bridge, wherein the position of the bearing platform is corresponding to the two end parts of the arch ring.
Step 3, arch ring construction; and after the abutment construction is finished, carrying out template support on the arch ring of the landscape bridge, wherein the template needs to stretch into the reserved groove of the abutment. And binding reinforcing steel bars after the formwork is erected, then erecting a scaffold below the bottom formwork of the arch ring to support the load transferred from the upper part of the arch ring formwork, and pouring concrete.
Step 4, prefabricating a bridge body template; prefabricating the template according to the design shape of the sight bridge, wherein the side templates of the template are divided into five parts, namely side end templates at two ends, a special-shaped template at the inner side and an arch template at the middle. The bottom contour of the special-shaped template is matched with the abutment and the bearing platform, the arched template is matched with the arch at the center, and in addition, a bridge body end template needs to be prefabricated. And template splicing holes are formed in the two side edges of the templates.
Step 5, splicing bridge body templates; the bridge body templates are spliced together by utilizing the screw rods, the nuts and the splicing plates to finally form a hollow frame structure.
Step 6, constructing the bridge body; and (3) pouring concrete into the bridge body formwork, then curing the concrete, and removing the formwork after the concrete strength meets the requirement.
Step 7, constructing road shoulders; the construction of road shoulders is carried out on two sides of the bridge floor, the road shoulders are located at two ends of the top of the bridge body and have a certain height, a cuboid template is erected at the position, then concrete is poured, and after the pouring is finished, iron pieces need to be embedded immediately to be used for welding railings.
Step 8, constructing a crushed stone rolling layer and a surface layer; and paving a layer of gravel on the constructed bridge body, and rolling by using a rolling machine. And then a layer of mortar is poured on the bridge for bonding broken stones, and the mortar layer is used as a surface layer of the bridge.
Step 9, paving and sticking soft stones; paving soft stones on the road shoulder parts, which are slightly higher than the bridge deck, of the two sides of the bridge body, wherein the soft stones are paved from the inner side to the outer side of the bridge, and the height of the outer side is slightly lower than the top of the bridge body.
Step 10, constructing a railing and a handrail; welding a railing on the embedded part on the road shoulder, and then installing a handrail on the railing.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention; thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Although the reference numerals in the figures are used more here: the method comprises the following steps of 1, 2, 3, 4-1, 4-2, 4-3, 5, 6, 7, 8, 9, 10, 11, 13, 14, 15, 16, 17 and the like, but does not exclude the possibility of using other terms; these terms are used merely to more conveniently describe and explain the nature of the present invention; they are to be construed in a manner that is inconsistent with the spirit of the invention.

Claims (10)

1. The ship view bridge is crossed in the car, its characterized in that: comprises an arch ring structure and a bridge body structure; the arch ring structure comprises a bearing platform (1), a bridge abutment (2) and an arch ring (3); the bridge abutment (2) is placed on the bearing platform (1), and the two bearing platforms (1) and the two bridge abutments (2) are symmetrically arranged; the inner sides of the symmetrically arranged abutment (2) are provided with abutment preformed holes (11), and the two ends of the arch ring (3) are integrally poured into the abutment preformed holes (11), so that the abutment (2) and the arch ring (3) are integrated; the bridge body structure is positioned on the abutment (2) and the arch ring (3).
2. The vehicle-passing ship landscape bridge of claim 1, wherein: the bridge body structure comprises a bridge body (4), a broken stone rolling layer (5), a surface layer (6) and a soft stone pavement layer (7) which are sequentially arranged; the bridge body (4) is fixedly arranged on the abutment (2) and the arch ring (3).
3. The landscape bridge for driving over a ship according to claim 2, wherein: the bridge body (4) is formed by connecting five bridge body templates and end templates (16) positioned on two sides of the bridge body templates.
4. The vehicle-passing ship landscape bridge of claim 3, wherein: the bridge body template comprises an arched template (4-1) in the middle, special-shaped templates (4-2) arranged on two sides of the arched template (4-1) and side templates (4-3) arranged on two sides of the special-shaped templates (4-2); template splicing holes (13) are uniformly formed in the arch template (4-1), the special-shaped template (4-2) and the side template (4-3), and the arch template (4-1), the special-shaped template (4-2) and the side template (4-3) are connected through positioning devices.
5. The vehicle-passing ship landscape bridge of claim 4, wherein: the arched template (4-1) is a circular arc-shaped body and is matched with the arch ring (3); the bottom of the special-shaped template (4-2) is matched with the bridge abutment (2) and the bearing platform (1).
6. The vehicle-passing ship landscape bridge of claim 4, wherein: the positioning device comprises a splicing plate (14), a screw rod (15), a screw cap (9) and a gasket (10); the splicing plates (14) are used for connecting the adjacent arched templates (4-1), the special-shaped templates (4-2) and the side templates (4-3); the screw (15) penetrates through the splicing plate (14), the gasket (10) and the template splicing hole (13) and is fastened through the screw cap (9), so that the screw cap (9) is tightly attached to the splicing plate (14).
7. The landscape bridge for driving over a ship according to claim 6, wherein: and internal threads matched with the screw rods (15) are formed on the template splicing holes (13).
8. The vehicle-passing ship landscape bridge of claim 1, wherein: both sides of the bridge body structure are provided with road shoulders (17), and the road shoulders (17) penetrate through the broken stone rolling layer (5) and the surface layer (6) and are abutted against the bridge body (4).
9. The vehicle-passing ship landscape bridge of claim 8, wherein: soft stones are paved around the road shoulders (17).
10. The vehicle-passing ship landscape bridge of claim 9, wherein: and a railing (8) is arranged on the road shoulder (17).
CN201821896477.2U 2018-11-16 2018-11-16 Landscape bridge for vehicle to pass through ship Active CN211547273U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821896477.2U CN211547273U (en) 2018-11-16 2018-11-16 Landscape bridge for vehicle to pass through ship

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821896477.2U CN211547273U (en) 2018-11-16 2018-11-16 Landscape bridge for vehicle to pass through ship

Publications (1)

Publication Number Publication Date
CN211547273U true CN211547273U (en) 2020-09-22

Family

ID=72487302

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821896477.2U Active CN211547273U (en) 2018-11-16 2018-11-16 Landscape bridge for vehicle to pass through ship

Country Status (1)

Country Link
CN (1) CN211547273U (en)

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