CN211646965U - Reinforced column base of viewing platform - Google Patents

Abstract

The utility model relates to a reinforced column base of a viewing platform, which comprises a plurality of supporting components fixedly arranged at the bottom of an overhanging platform; the plurality of supporting components are arranged at equal intervals along the length direction of the cantilever platform; the supporting assembly comprises an upright post, the bottom of the upright post is fixedly provided with a positioning device, and adjacent positioning devices are fixedly connected through a foundation connecting beam; the utility model discloses consolidate on the column base, carry out the reinforcement for the first time with stand and basis through L-type built-in fitting and L-type connecting plate, pour extension section concrete again on basis and column base, make concrete package column base and the first reinforced L-type built-in fitting and L-type connecting plate, the second time reinforcement of column base and basis promptly can make stand and basis inseparabler combination be in the same place through this mode, is favorable to the transmission of bearing capacity.

Description

Reinforced column base of viewing platform

Technical Field

The utility model relates to a view platform technical field, in particular to view platform strenghthened type column base.

Background

Under some severe conditions, the building of the viewing platform cannot be met. Such as wetlands and marshlands, people cannot step on the fields without tools, so that people build the viewing platform under the severe environments. The viewing platform is a place where people choose to observe the scene activities. The artificial parking space can be a purely natural parking place which is not carved by any person, and can also be a purely artificial building and structure which is mainly arranged for observation at a certain place. In order to design the sightseeing platforms into a whole with natural landscapes, a plurality of designers in the world are invested in the sightseeing platforms, so that the sightseeing platforms are designed to be novel and beautiful, have various styles and become a beautiful new scenery. The height of the viewing platform is high, a plurality of upright columns are generally arranged on the lower portion of the viewing platform and used for supporting the viewing platform, when the self weight of the viewing platform is large, large load can be transmitted to the column bases, and if the column bases are not reinforced enough, the column bases are prone to being broken, so that the safety of the whole viewing platform is lost.

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 firm strong viewing platform strenghthened type column base.

In order to achieve the purpose of the utility model, the utility model adopts the following technical scheme: the landscape table reinforced column base comprises a plurality of supporting components fixedly arranged at the bottom of the overhanging platform; the plurality of supporting components are arranged at equal intervals along the length direction of the cantilever platform; the supporting component comprises an upright post, the bottom of the upright post is fixedly provided with a positioning device, and adjacent positioning devices are fixedly connected through a foundation connecting beam.

As an optimized scheme of the utility model, positioner includes the bed course, sets firmly the basis on the bed course, has laid two L-type built-in fittings of laying relatively in the basis, is connected with L-type connecting plate on the L-type built-in fitting, and the stand bottom supports in the top of basis, fastens through L-type connecting plate. As the utility model discloses an optimal scheme, be provided with the template on the basis, the template both sides are connected with the curb plate, and the both sides board supports to lean on the lateral wall on basis, and it has the concrete to fill between template and both sides board and the basis.

As a preferred scheme of the utility model, a plurality of split bolts for preventing the template from loosening are arranged outside the side plate; a plurality of split bolts are equidistantly arranged on the side plate.

As a preferred scheme of the utility model, the split bolt comprises a steel pipe, a bolt and a bolt connecting cap; the two steel pipes are positioned at the upper end and the lower end of the bolt and are attached to the side plates, and the bolt is rotatably connected with a bolt connecting cap; an adjusting bolt connecting cap; the bolt is tightly attached to the side plate, and the two steel pipes on the inner side are fixed at the same time, so that the side plate is fixed.

As a preferred scheme of the utility model, the L-shaped embedded part comprises a threaded pipe at the upper end and a solid end part at the lower end; the threaded pipe is fixedly connected with the solid end part and is integrally formed.

As an optimal scheme of the utility model, the screwed pipe upper end is connected with the threaded rod with screwed pipe looks adaptation, and the threaded rod passes L-type connecting plate, rotates to be connected in the screwed pipe, and the threaded rod upper end is connected with the nut, and the nut supports mutually on L-type connecting plate.

As an optimal scheme of the utility model, L-type connecting plate one end is fixed on the stand with expansion bolts, and the other end passes through the threaded rod and the nut is fixed on the basis, and the height of L-type connecting plate in vertical direction is 1/3 of basis top to template distance.

As an optimal scheme of the utility model, be connected with sightseeing stair on the platform of encorbelmenting, sightseeing stair are last to be provided with a plurality of marking times and support through vertical steel pipe and horizontal steel pipe, and a plurality of marking times are laid along sightseeing stair ascending direction equidistance.

As a preferred scheme of the utility model, a plurality of railing posts are arranged on the sightseeing stairs; a railing is connected between the adjacent railing posts.

The utility model has the advantages that:

1. the utility model reinforces on the column base, the column base and the foundation are reinforced for the first time through the L-type embedded part and the L-type connecting plate, and then the lengthened section concrete is poured on the foundation and the column base, so that the concrete wraps the column base, the L-type embedded part and the L-type connecting plate which are reinforced for the first time, namely, the column base and the foundation are reinforced for the second time, and the column base and the foundation can be combined more closely through the mode, thereby being beneficial to the transmission of bearing force;

2. one end of the L-shaped connecting plate is fixed on the upright post by the expansion bolt, and the other end is fixed on the foundation by the threaded rod and the nut, so that the upright post and the foundation are reinforced;

3. the utility model discloses pre-buried L-type built-in fitting on the basis, L shape both can be fixed with upper portion L-type connecting plate, can undertake the level to skeleton in the basis inside again, bear horizontal load.

Drawings

FIG. 1 is a structural view of a wetland viewing platform of the utility model;

FIG. 2 is a schematic view of the positioning device of FIG. 1 according to the present invention;

FIG. 3 is a diagram of the L-shaped embedded part and the mating threaded rod embedded in the foundation of FIG. 2 according to the present invention;

fig. 4 is a schematic view of the stair step connection at a in fig. 1 according to the present invention.

In the figure: the concrete post-cast structure comprises a stand column 1, a template 2, a steel pipe 3, bolts 4, an L-shaped embedded part 5, a foundation 6, a cushion layer 7, post-cast concrete 8, a cantilever platform 9, a railing column 10, a nut 11, an L-shaped connecting plate 12, a threaded pipe 13, a threaded rod 14, a solid end part 15, a foundation connecting 16, a wood floor 17, a step 18, a railing 19, an expansion bolt 20, a bolt connecting cap 21, a vertical steel pipe 22, a transverse steel pipe 23, a side plate 24, a supporting component 100, a positioning device 200 and a split bolt 300.

Detailed Description

The following describes embodiments of the present invention in detail with reference to the accompanying drawings.

Example (b): as shown in fig. 1-4, the enhanced column base of the viewing platform comprises a plurality of supporting components 100 fixedly arranged at the bottom of the overhanging platform 9; the plurality of supporting assemblies 100 are arranged at equal intervals along the length direction of the overhanging platform 9; the supporting assembly 100 comprises a vertical column 1, the bottom of the vertical column 1 is fixedly provided with a positioning device 200, and adjacent positioning devices 200 are fixedly connected through a foundation connecting beam 16; the positioning device 200 comprises a cushion layer 7 and a foundation 6 fixedly arranged on the cushion layer 7, wherein two L-shaped embedded parts 5 which are oppositely arranged are arranged in the foundation 6, the L-shaped embedded parts 5 are connected with L-shaped connecting plates 12, the bottom of the upright post 1 is abutted against the top of the foundation 6, two sides of a template 2 arranged on the foundation 6 are connected with side plates 24, the two side plates 24 are abutted against the outer side wall of the foundation 6, and concrete 8 is filled between the template 2 and the foundation 6 as well as between the two side plates 24 and the foundation 6; fastened through an L-shaped connecting plate 12; the method comprises the steps that the L-shaped embedded parts 5 are arranged in the foundation 6, the upright posts 1 are connected to the foundation 6 through the L-shaped connecting plates 12, after the upright posts 1 are firmly connected, the lengthening section templates 2 are erected on the upper portion of the foundation and the post-pouring concrete 8 is poured, and the connection between the bottom of the upright posts 1 and the foundation 6 is further reinforced.

The utility model discloses consolidate on the column base, carry out the reinforcement for the first time with stand and basis through L-type built-in fitting and L-type connecting plate, pour extension section concrete again on basis and column base, make concrete package column base and the first reinforced L-type built-in fitting and L-type connecting plate, the second time reinforcement of column base and basis promptly can make stand and basis inseparabler combination be in the same place through this mode, is favorable to the transmission of bearing capacity.

A plurality of split bolts 300 for preventing the template 2 from loosening are arranged outside the side plates 24; a plurality of split bolts 300 are equidistantly arranged on the side plate 24; the split bolt 300 includes a steel pipe 3, a bolt 4, and a bolt coupling cap 21; the two steel pipes 3 are positioned at the upper end and the lower end of the bolt 4 and are attached to the side plate 24, and the bolt 4 is rotatably connected with a bolt connecting cap 21; an adjusting bolt connecting cap 21; the bolts 4 are closely attached to the side plates 24, and the two steel pipes 3 on the inner side are fixed, thereby fixing the side plates 24.

The L-shaped embedded part 5 comprises a threaded pipe 13 at the upper end and a solid end part 15 at the lower end; the threaded pipe 13 is fixedly connected with the solid end part 15 and is integrally formed; the overall strength and structural firmness of the L-shaped embedded part 5 are further improved, and the stability and safety of connection between the upright post 1 and the foundation 6 are guaranteed.

The upper end of the threaded pipe 13 is connected with a threaded rod 14 matched with the threaded pipe 13, the threaded rod 14 penetrates through the L-shaped connecting plate 12 and is rotatably connected into the threaded pipe 13, the upper end of the threaded rod 14 is connected with a screw cap 11, and the screw cap 11 is abutted against the L-shaped connecting plate 12; adopt above-mentioned technical scheme, the utility model discloses pre-buried L-type built-in fitting 5 on basis 6, the L shape both can be fixed with upper portion L-type connecting plate, can undertake the level to skeleton again inside the basis, bear horizontal load.

One end of an L-shaped connecting plate 12 is fixed on the upright post 1 by an expansion bolt, the other end of the L-shaped connecting plate is fixed on the foundation 6 by a threaded rod 14 and a nut 11, and the height of the L-shaped connecting plate 12 in the vertical direction is 1/3 of the distance from the top of the foundation 6 to the template 2; the utility model discloses fix L-type connecting plate one end on the stand with expansion bolts, the other end is fixed on the basis with threaded rod and nut, makes stand and basis reinforcement.

The sightseeing stairs are connected to the overhanging platform 9, a plurality of steps 18 and a plurality of steps 18 are arranged on the sightseeing stairs and supported by vertical steel pipes 22 and transverse steel pipes 23, and the steps 18 are equidistantly arranged along the ascending direction of the sightseeing stairs; a plurality of railing posts 10 are arranged on the sightseeing stairs; a handrail 19 is connected between the adjacent handrail columns 10, the material of the handrail 19 is the same as that of the handrail on the stairs, and the handrail is a wood floor 17 and is used for protecting a viewer and preventing falling accidents.

The specific embodiment of the utility model includes the following steps:

step 1, constructing a foundation; and excavating a base groove at the position corresponding to the stand column of the design drawing, wherein the length, the width and the height of the base groove are respectively 3m, 1m and 1 m. Then, erecting a cushion layer template in the foundation trench, wherein the thickness of the cushion layer is 10cm, pouring concrete and maintaining, removing the template after maintaining to the corresponding strength, scribing, supporting a foundation formwork and embedding iron parts on the template, wherein the embedding iron parts are L-shaped embedded parts, then pouring and maintaining the concrete of the foundation, and finally removing the foundation template;

step 2, constructing the upright post and the cantilever platform; binding steel bars of the stand column on the foundation, then supporting a formwork at the outer side of the steel bars, then binding the steel bars and supporting the formwork on the overhanging platform above the stand column to form a formwork in which the stand column and the overhanging platform are mutually communicated, and then pouring concrete into the inner side of the formwork to integrally cast the stand column and the overhanging platform;

step 3, reinforcing the column base; after concrete of the cantilever platform and the upright post is cured to a certain strength, removing a template on the outer side, further reinforcing the column base of the upright post by using an L-shaped connecting plate and a threaded rod through a screw cap, then erecting a lengthened section template on the foundation, wherein the height of the lengthened section is 0.8m, the lower end of the template is slightly lower than the top of the foundation by 5cm, binding the template by using the screw rod and the screw cap, and then pouring concrete, so that the column base and the foundation are wrapped by the lengthened section concrete, and the screw cap and the threaded rod are prevented from being corroded and loosened, and the column base is reinforced;

step 4, stair construction; the method comprises the following steps of erecting steel pipes transversely and vertically along a slope surface, connecting the steel pipes by welding, connecting the steel pipes with the slope surface in a mode that a connecting plate is matched with an expansion bolt, laying an anticorrosion wooden step on a steel pipe combined structure, and finally erecting a railing and a railing post on the step;

step 5, constructing the overhanging platform fence; the surrounding of the overhanging platform is enclosed by the railings and the railing posts which are the same as those on the stairs, so that a closed fence is formed, the safety of a sight is protected, and accidents are prevented from happening during sight viewing.

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, 5, a foundation, 6, a cushion layer, 7, post-cast concrete, 8, a cantilever platform, 9, a railing column, 10, a nut, 11, an L-shaped connecting plate, 12, a threaded pipe, 13, a threaded rod, 14, a solid end part, 15, a foundation connection, 16, a wood floor, 17, a step, 18, a railing, 19, an expansion bolt, 20, a bolt connection cap, 21, a vertical steel pipe, 22, a transverse steel pipe, 23, a side plate, 24, a support assembly, 100, a positioning device, 200, a split bolt, 300 and the like, but the possibility of using other terms is not excluded; 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 (8)

1. View platform strenghthened type column base, its characterized in that: comprises a plurality of supporting components (100) fixedly arranged at the bottom of an overhanging platform (9); the plurality of supporting components (100) are arranged at equal intervals along the length direction of the overhanging platform (9); the supporting assembly (100) comprises an upright post (1), positioning devices (200) are fixedly arranged at the bottom of the upright post (1), and adjacent positioning devices (200) are fixedly connected through a foundation connecting beam (16); the positioning device (200) comprises a cushion layer (7) and a foundation (6) fixedly arranged on the cushion layer (7), two L-shaped embedded parts (5) which are oppositely arranged are distributed in the foundation (6), the L-shaped embedded parts (5) are connected with an L-shaped connecting plate (12), and the bottom of the upright post (1) is abutted against the top of the foundation (6) and is fastened through the L-shaped connecting plate (12); be provided with template (2) on basis (6), template (2) both sides are connected with curb plate (24), and both sides board (24) lean on the lateral wall in basis (6), and it has concrete (8) to fill between template (2) and both sides board (24) and basis (6).

2. The enhanced column base of the viewing platform of claim 1, wherein: a plurality of split bolts (300) for preventing the template (2) from loosening are arranged on the outer side of the side plate (24); a plurality of split bolts (300) are arranged on the side plate (24) at equal intervals.

3. The enhanced column base of the viewing platform of claim 2, wherein: the split bolt (300) comprises a steel pipe (3), a bolt (4) and a bolt connecting cap (21); two steel pipes (3) are arranged, are positioned at the upper end and the lower end of the bolt (4) and are attached to the side plate (24), and the bolt (4) is rotatably connected with a bolt connecting cap (21); an adjusting bolt connecting cap (21); the bolts (4) are tightly attached to the side plates (24), and the two steel pipes (3) on the inner side are fixed at the same time, so that the side plates (24) are fixed.

4. The enhanced column base of the viewing platform of claim 1, wherein: the L-shaped embedded part (5) comprises a threaded pipe (13) at the upper end and a solid end part (15) at the lower end; the threaded pipe (13) is fixedly connected with the solid end part (15) and is integrally formed.

5. The enhanced column base of the viewing platform of claim 4, wherein: the upper end of the threaded pipe (13) is connected with a threaded rod (14) matched with the threaded pipe (13), the threaded rod (14) penetrates through the L-shaped connecting plate (12) and is rotatably connected into the threaded pipe (13), the upper end of the threaded rod (14) is connected with a screw cap (11), and the screw cap (11) abuts against the L-shaped connecting plate (12).

6. The enhanced column base of the viewing platform of claim 5, wherein: one end of the L-shaped connecting plate (12) is fixed on the upright post (1) through an expansion bolt, the other end of the L-shaped connecting plate is fixed on the foundation (6) through a threaded rod (14) and a nut (11), and the height of the L-shaped connecting plate (12) in the vertical direction is 1/3 of the distance from the top of the foundation (6) to the template (2).

7. The enhanced column base of the viewing platform of claim 1, wherein: the sightseeing stair is connected to the overhanging platform (9), a plurality of steps (18) are arranged on the sightseeing stair, the steps (18) are supported through vertical steel pipes (22) and transverse steel pipes (23), and the steps (18) are arranged at equal intervals along the ascending direction of the sightseeing stair.

8. The enhanced column base of the viewing platform of claim 7, wherein: a plurality of railing posts (10) are arranged on the sightseeing stairs; a railing (19) is connected between the adjacent railing posts (10).

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