CN213329085U

CN213329085U - Novel combined platform is in pile foundation construction auxiliary assembly on water

Info

Publication number: CN213329085U
Application number: CN202021476880.7U
Authority: CN
Inventors: 陆建树; 唐雪换; 秦兼; 蒋铭杰; 季友龙
Original assignee: China Coal Yangtze River Infrastructure Co Ltd
Current assignee: China Coal Yangtze River Infrastructure Co Ltd
Priority date: 2020-07-23
Filing date: 2020-07-23
Publication date: 2021-06-01
Anticipated expiration: 2030-07-23

Abstract

The utility model discloses a novel combination platform is pile foundation construction auxiliary assembly on water, including the cushion cap side form, fill post and wooden bent, the cushion cap side form is provided with the scaffold frame all around, and the scaffold frame includes horizontal steel pipe and perpendicular steel pipe simultaneously, and cushion cap side form bottom is provided with the cushion cap die block, and square timber is installed to cushion cap die block below, and the post is filled in the installation respectively of square timber lower extreme, fills first H shaped steel of post both sides installation respectively, and first H shaped steel is placed on a supporting bench. This novel combination platform is in pile foundation construction auxiliary assembly on water, place mutually perpendicular's first H shaped steel and square timber through fixed supporting bench on the pile foundation, build and the pouring provides the support basis for the pile cap template of top, the pile cap template adopts wooden template, can reuse, convenient transportation, used instrument quality is light in the pile cap construction method on water in the shallow water waters of large tracts of land, the pile cap construction in the shallow water waters of large tracts of land of being convenient for, enable the aquatic pile foundation to build fast, the construction is simple and convenient, the effectual construction period that has shortened.

Description

Novel combined platform is in pile foundation construction auxiliary assembly on water

Technical Field

The utility model relates to a pile foundation technical field on water specifically is a novel combination platform is in pile foundation construction auxiliary assembly on water.

Background

When traditional subaqueous pile cap construction, can be difficult to use large-scale hoist device on water to install and erect steel construction template because of the degree of depth problem of water, still can be because of the material problem simultaneously for the engineering time extension, the cost improves.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a novel composite platform is in pile foundation construction auxiliary assembly on water, pile cap template adopts wooden template, can reuse, and convenient transportation, used instrument quality is light in the pile cap construction method on water in the shallow water waters of large tracts of land, and the pile cap construction in the shallow water waters of large tracts of land of being convenient for enables the aquatic pile foundation and builds fast, and the construction is simple and convenient, the effectual construction period that has shortened can solve the problem among the prior art.

In order to achieve the above object, the utility model provides a following technical scheme:

a novel combined platform pile foundation construction auxiliary device on water comprises a cushion cap side mold, a pouring column and a wood bent frame, wherein a scaffold is arranged around the cushion cap side mold, the scaffold comprises a horizontal steel pipe and a vertical steel pipe, a cushion cap bottom mold is arranged at the bottom end of the cushion cap side mold, square wood is arranged below the cushion cap bottom mold, the lower ends of the square wood are respectively provided with the pouring column, first H-shaped steel is respectively arranged on two sides of the pouring column, the first H-shaped steel is placed on a supporting table, a rib plate is arranged below the supporting table, the supporting table and the rib plate are connected with pine, the first H-shaped steel and the bottom end of the square wood are fixed, and the wood bent frame is arranged around the pouring column;

the inside square steel and the second H shaped steel of being provided with of post pour into, the square steel setting is at the square timber and pour into between the post, and second H shaped steel is installed inside the square steel, and the post bottom is poured into in the connection of second H shaped steel top to pass the square steel and reach the inside bottom of post of pouring into.

Preferably, the vertical steel pipe is arranged around the bearing platform side die.

Preferably, the horizontal steel pipe is fixed on the vertical steel pipe through a fastener.

Preferably, a pair of support platforms are welded on the outer wall of the upper part of each group of pouring columns in a bilateral symmetry mode, and a pair of rib plates are welded below the support platforms.

Preferably, four first H-shaped steels are longitudinally placed on the supporting table, and pine vertical to the first H-shaped steels is fixed on the overwater wooden bent frame below two ends of the first H-shaped steels and used for supporting the first H-shaped steels.

Preferably, the square steel length is the diameter length of the perfusion column.

Preferably, the reinforced bones of the bearing platform are bound inside the bearing platform side mold.

Preferably, concrete pump pipes are arranged on the wooden bent frames.

Compared with the prior art, the beneficial effects of the utility model are as follows:

this novel composite platform is in pile foundation construction auxiliary assembly on water, place mutually perpendicular's first H shaped steel and square timber through fixed brace table on the pile foundation, build and the pouring provides the support basis for the pile cap template of top, the pile cap template adopts wooden template, can reuse, convenient transportation, guarantee pile cap each item performance under the synergism of scaffold, used instrument quality is light in the pile cap construction method on water in the shallow water waters of large tracts of land, be convenient for the construction of the pile cap in the shallow water waters of large tracts of land, enable the aquatic pile foundation to build fast, the construction is simple and convenient, the effectual construction period that has shortened.

Drawings

Fig. 1 is a schematic front view of the present invention;

fig. 2 is a schematic top view of the present invention;

fig. 3 is a schematic view of the internal structure of the perfusion column of the present invention.

In the figure: 1. a bearing platform side die; 2. filling a column; 222. square steel; 223. a second H-shaped steel; 3. a wooden bent frame; 4. a scaffold; 444. a horizontal steel pipe; 445. erecting a steel pipe; 5. a bearing platform bottom die; 6. square wood; 7. a first H-shaped steel; 8. a support table; 9. a rib plate; 10. pine wood.

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. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Referring to fig. 1-3, a novel combined platform auxiliary device for pile foundation construction on water comprises a bearing platform side die 1, a pouring column 2 and a wooden bent 3, wherein a scaffold 4 is arranged around the bearing platform side die 1, the interior of the bearing platform side die 1 is bound with steel bars of a bearing platform, the scaffold 4 comprises a horizontal steel pipe 444 and a vertical steel pipe 445, the vertical steel pipe 445 is arranged around the bearing platform side die 1, the horizontal steel pipe 444 is fixed on the vertical steel pipe 445 through a fastener, a bearing platform bottom die 5 is arranged at the bottom end of the bearing platform side die 1, a square timber 6 is arranged below the bearing platform bottom die 5, the lower ends of the square timbers 6 are respectively provided with the pouring column 2, two sides of the pouring column 2 are respectively provided with a first H-shaped steel 7, the first H-shaped steel 7 is placed on the supporting platform 8, a ribbed plate 9 is arranged below the supporting platform 8, a pair of supporting platforms 8 are symmetrically welded on the outer wall of the water part of each group, and a supporting table 8 and a ribbed slab 9 are connected with pine 10, four first H-shaped steels 7 are longitudinally placed on the supporting table 8, pine 10 vertical to the first H-shaped steels 7 is fixed on the overwater wooden bent 3 below two ends of the first H-shaped steels 7 and used for supporting the first H-shaped steels 7, the bottom ends of the first H-shaped steels 7 and the square timbers 6 are fixed, the wooden bent 3 is arranged around the pouring column 2, and concrete pump pipes are arranged on the wooden bent 3, so that the platform can be subjected to hungry concrete pouring.

The square steel 222 and the second H-shaped steel 223 are arranged inside the pouring column 2, the square steel 222 is arranged between the square timber 6 and the pouring column 2, the second H-shaped steel 223 is arranged inside the square steel 222, the top end of the second H-shaped steel 223 is connected with the bottom end of the pouring column 2 and penetrates through the square steel 222 to reach the bottom end inside the pouring column 2, the length of the square steel 222 is the diameter length of the pouring column 2, the first H-shaped steel 7 and the square timber 6 which are perpendicular to each other are placed on a fixed supporting platform 8 on a pile foundation to provide a supporting foundation for building and pouring of an upper pile cap template, the pile cap template adopts a wood template, can be repeatedly utilized and is convenient to transport, various performances of the pile cap are ensured under the synergistic action of the scaffold 4, tools used in the construction method of the water pile caps in the large-area shallow water area are light in weight, the construction of the pile caps in the large-area shallow water area is convenient, the construction period is effectively shortened.

To sum up, this novel combination platform is in pile foundation construction auxiliary assembly on water, place mutually perpendicular's first H shaped steel 7 and square timber 6 through fixed brace table 8 on the pile foundation, build and the pouring provides the support basis for the pile platform template of top, the pile platform template adopts wooden template, can reuse, convenient transportation, guarantee pile platform each item performance under scaffold 4's synergism, used instrument quality is light in the pile platform construction method on water in the shallow water waters of large tracts of land, the pile platform construction in the shallow water waters of large tracts of land of being convenient for, enable the aquatic pile foundation to build fast, the construction is simple and convenient, the effectual construction period that has shortened.

It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a novel combination platform is pile foundation construction auxiliary assembly on water, includes cushion cap side form (1), fills post (2) and wooden bent (3), its characterized in that: the scaffold (4) is arranged on the periphery of the cushion cap side die (1), the scaffold (4) comprises transverse steel pipes (444) and vertical steel pipes (445), a cushion cap bottom die (5) is arranged at the bottom end of the cushion cap side die (1), square timbers (6) are arranged below the cushion cap bottom die (5), the lower ends of the square timbers (6) are respectively provided with a pouring column (2), first H-shaped steel (7) are respectively arranged on two sides of the pouring column (2), the first H-shaped steel (7) is placed on a supporting table (8), rib plates (9) are arranged below the supporting table (8), the supporting table (8) and the rib plates (9) are connected with pine (10), meanwhile, the first H-shaped steel (7) and the square timbers (6) are fixed at the bottom ends, and the wood raft frames (3) are arranged on the periphery of the;

the pouring column (2) is internally provided with square steel (222) and second H-shaped steel (223), the square steel (222) is arranged between square timber (6) and the pouring column (2), the second H-shaped steel (223) is arranged inside the square steel (222), the top end of the second H-shaped steel (223) is connected with the bottom end of the pouring column (2), and the bottom end of the pouring column (2) is reached by penetrating the square steel (222).

2. The novel combined platform auxiliary device for pile foundation construction on water as claimed in claim 1, wherein: the vertical steel pipes (445) are arranged around the bearing platform side mould (1).

3. The novel combined platform auxiliary device for pile foundation construction on water as claimed in claim 1, wherein: the transverse steel pipe (444) is fixed on the vertical steel pipe (445) through a fastener.

4. The novel combined platform auxiliary device for pile foundation construction on water as claimed in claim 1, wherein: a pair of supporting platforms (8) are welded on the outer wall of the water part of each group of pouring columns (2) in a bilateral symmetry mode, and a pair of rib plates (9) are welded below the supporting platforms (8).

5. The novel combined platform auxiliary device for pile foundation construction on water as claimed in claim 1, wherein: four first H-shaped steels (7) are longitudinally placed on the supporting table (8), and pine (10) vertical to the first H-shaped steels (7) is fixed on the overwater wooden bent frame (3) below the two ends of the first H-shaped steels (7) and used for supporting the first H-shaped steels (7).

6. The novel combined platform auxiliary device for pile foundation construction on water as claimed in claim 1, wherein: the length of the square steel (222) is the diameter length of the pouring column (2).

7. The novel combined platform auxiliary device for pile foundation construction on water as claimed in claim 1, wherein: and the reinforced steel bar bone of the bearing platform is bound inside the bearing platform side mold (1).

8. The novel combined platform auxiliary device for pile foundation construction on water as claimed in claim 1, wherein: concrete pump pipes are arranged on the wood bent frame (3).