CN214143658U

CN214143658U - Civil engineering building composite pile

Info

Publication number: CN214143658U
Application number: CN202022333307.7U
Authority: CN
Inventors: 汪旭飞; 张剑星; 章晓行; 刘培强
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-10-20
Filing date: 2020-10-20
Publication date: 2021-09-07
Anticipated expiration: 2030-10-20

Abstract

The utility model belongs to the technical field of civil engineering, in particular to a civil engineering building composite pile, which comprises a pile shell barrel and a pile core column, wherein the embedded connection of the pile shell barrel is connected with a pile core column, a plurality of embedded insertion rods are integrally formed on the periphery of the inner wall of the pile shell barrel, a plurality of embedded insertion grooves are formed on the periphery of the outer wall of the pile core column, a plurality of anti-derailing rods are integrally formed on the periphery of the outer wall of the pile shell barrel, a plurality of anti-derailing grooves are formed on the surface of the anti-derailing rods, mounting grooves are formed on both end faces of the pile shell barrel, an inner frame plate is embedded and connected in the mounting grooves, an outer frame plate is arranged on the periphery of the outer part of the inner frame plate, the inner frame plate and the outer frame plate are fixedly connected through a plurality of support rods, the pile core column is drawn out from the interior of the pile shell barrel relative to the pile shell barrel, the pile shell barrel of an abrasion corrosion part can be replaced, and a main structure pile is kept, and carry out the secondary to the stake core column, need not to carry out whole change, can reduce certain cost through the pile body structure of combination formula.

Description

Civil engineering building composite pile

Technical Field

The utility model belongs to the technical field of civil engineering, concretely relates to civil engineering building composite pile.

Background

Civil engineering refers to engineering entities which are used for carrying out various technical works such as investigation, planning, design, construction, installation and maintenance and the like of newly built, reconstructed or expanded buildings, structures, related supporting facilities and the like of various projects except house buildings, any engineering structure bears the weight of the engineering structure, a pile body is required to be used for facilitating the stable support of the engineering structure, and the existing steel pile for supporting the engineering structure (such as a beam and a plate) has the following problems in the use process: in the use process of the steel pile, the outer wall of the steel pile and soil are abraded and corroded seriously, the abrasion and corrosion of the outer wall seriously affect the structural strength of the steel pile, so that the stable support of a building structure is affected, and the integral steel pile structure enables the steel pile to be replaced integrally, so that the use is inconvenient; simultaneously, the steel pile outer wall under the state of placing horizontally contacts with ground laminating for tying of steel pile is carried and is drawn comparatively inconveniently, and simultaneously, the contact between steel pile outer wall and the ground can produce certain wearing and tearing and corruption, and simultaneously, the steel pile of cylindricality structure easily atress rolls, uses comparatively inconveniently.

SUMMERY OF THE UTILITY MODEL

For solving the above-mentioned problem that exists among the prior art, the utility model provides a civil engineering building composite pile has easy operation and uses convenient characteristics.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a civil engineering building composite pile, includes a stake shell section of thick bamboo and stake core column, the gomphosis of a stake shell section of thick bamboo is connected with a stake core column, integrated into one piece has a plurality of to inlay the inserted bar around the inner wall of a stake shell section of thick bamboo, a plurality of caulking groove has been seted up all around to the outer wall of a stake core column, integrated into one piece has a plurality of anticreep pole around the outer wall of a stake shell section of thick bamboo, a plurality of anticreep groove has been seted up on the surface of anticreep pole, the mounting groove has all been seted up to the both ends face of a stake shell section of thick bamboo, the inside gomphosis of mounting groove is connected with interior deckle board, the inside deckle board outside is provided with the exterior deckle board all around, interior deckle board and exterior deckle board are through a plurality of branch fixed connection.

As the utility model discloses a civil engineering building composite pile preferred technical scheme, inlay the inserted bar and inlay the slot and be the arc structure and all be annular equidistance and arrange, inlay the inserted bar and inlay the mutual gomphosis of slot, the anticreep road rod is the arc structure and is annular equidistance and arranges, mounting groove and inside casing plate are the loop configuration.

As the utility model discloses a civil engineering building composite pile preferred technical scheme, branch is annular equidistance and arranges.

As the utility model discloses a civil engineering building composite pile preferred technical scheme, the inside central point department of putting of stake stem has seted up the cavity, the inner wall of cavity integrated into one piece all around has a plurality of to strengthen the riser, it just is the annular equidistance range for square structure to strengthen the riser.

As the utility model discloses a civil engineering building composite pile preferred technical scheme, the one end of stake stem is located to strengthen riser surface intermediate position department and has seted up the through-hole.

As the utility model discloses a civil engineering building composite pile preferred technical scheme, a pile shell section of thick bamboo and stake core column are the steel component.

Compared with the prior art, the beneficial effects of the utility model are that: the pile shell barrel is internally provided with the pile core column, the pile shell barrel and the pile core column are inserted and connected through the inserting rod and the inserting groove, when the pile shell barrel is used, the pile core column is drawn out from the inside of the pile shell barrel relative to the pile shell barrel, the pile shell barrel with an abrasion corrosion part can be replaced, the pile core column with a main structure is reserved, the pile core column is secondarily used, integral replacement is not needed, and certain cost can be reduced; the mounting groove has all been seted up to the both ends face of a pile shell section of thick bamboo, the inside gomphosis of mounting groove is connected with the mounting groove, the outside of mounting groove is provided with the exterior frame plate all around, when using, through interior frame plate and the exterior frame plate at a pile shell section of thick bamboo both ends, the liftoff of a pile shell section of thick bamboo of being convenient for has erect, make a pile shell section of thick bamboo break away from to be convenient for tie around of tying the rope and bind, thereby the tying of a pile shell section of thick bamboo of being convenient for is carried and is drawn, and simultaneously, the bottom surface of a pile shell section of thick bamboo is not with the laminating contact in ground, the difficult wearing and tearing that causes of the bottom surface of a pile shell section of thick bamboo corrodes, and simultaneously, a pile shell section of thick bamboo is difficult to roll, when an installation pile shell section of thick bamboo, take off interior frame plate and exterior frame plate from the both ends of a pile shell section of thick bamboo.

Drawings

The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the invention and not to limit the invention. In the drawings:

fig. 1 is a schematic structural view of the present invention;

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

fig. 3 is a schematic top view of the pile core column of the present invention;

FIG. 4 is a schematic view of the connection between the inner frame plate and the outer frame plate of the present invention;

fig. 5 is a schematic view of a partial structure of the derailment prevention bar of the present invention;

in the figure: 1. a pile shell barrel; 2. pile core columns; 3. inserting the rod; 4. embedding a slot; 5. a lane shedding prevention rod; 6. mounting grooves; 7. an inner frame plate; 8. an outer frame plate; 9. a strut; 10. a cavity; 11. reinforcing the vertical plate; 12. a through hole; 13. anticreep groove.

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. 1-5, the present invention provides the following technical solutions: a civil engineering building composite pile comprises a pile shell barrel 1 and a pile core column 2, wherein the pile shell barrel 1 is embedded and connected with the pile core column 2, a plurality of embedded and inserted rods 3 are integrally formed on the periphery of the inner wall of the pile shell barrel 1, a plurality of embedded and inserted grooves 4 are formed on the periphery of the outer wall of the pile core column 2, a plurality of anti-derailment rods 5 are integrally formed on the periphery of the outer wall of the pile shell barrel 1, a plurality of anti-derailment grooves 13 are formed on the surface of the anti-derailment rods 5, mounting grooves 6 are formed on both end faces of the pile shell barrel 1, an inner frame plate 7 is embedded and connected with the inside of the mounting grooves 6, an outer frame plate 8 is arranged on the periphery of the outside of the inner frame plate 7, the inner frame plate 7 and the outer frame plate 8 are fixedly connected through a plurality of supporting rods 9, in the embodiment, the pile core column 2 is pulled out of the pile shell barrel 1 relative to the pile shell barrel 1, an abrasion corrosion part pile shell barrel 1 can be replaced, and the pile core column 2 with a main structure is kept, the pile core column 2 is used for the second time, integral replacement is not needed, and certain cost can be reduced; when using, inner frame plate 7 and outer frame plate 8 through a pile shell section of thick bamboo 1 both ends, the liftoff of a pile shell section of thick bamboo 1 of being convenient for erects, make a pile shell section of thick bamboo 1 break away from to be convenient for tie around of rope and bind, thereby be convenient for tie of a pile shell section of thick bamboo 1 and carry and pull, simultaneously, the bottom surface of a pile shell section of thick bamboo 1 does not contact with the ground laminating, the bottom surface of a pile shell section of thick bamboo 1 is difficult for causing the wearing and tearing corruption, and simultaneously, a pile shell section of thick bamboo 1 is difficult for rolling, when an installation pile shell section of thick bamboo 1, take off inner frame plate 7 and outer frame plate 8 from the both ends of a pile shell section of thick bamboo 1.

Specifically, inlay inserted bar 3 and inlay the slot 4 and be the arc structure and all be annular equidistance and arrange, inlay inserted bar 3 and inlay the mutual gomphosis in slot 4, anticreep pole 5 is the arc structure and is annular equidistance and arranges, mounting groove 6 and inside casing plate 7 are the loop configuration, in this embodiment, a stake shell section of thick bamboo 1 is the steel with stake stem 2, and a stake shell section of thick bamboo 1 has the bobbin base, prevent that stake stem 2 of a stake shell section of thick bamboo 1 inside from deviating from the bottom of a stake shell section of thick bamboo 1, a stake shell section of thick bamboo 1 is connected through inlaying with stake stem 2, and carry out outside embedding all around through inlaying inserted bar 3 and inlaying slot 4 and insert spacing, anticreep pole 5 and anticreep groove 13 set up be convenient for peg of a stake shell section of thick bamboo 1 and carry and pull.

Specifically, branch 9 is the annular equidistance and arranges, and in this embodiment, the offering of mounting groove 6 is used for the gomphosis of the relative stake shell section of thick bamboo 1 of inner deckle board 7 to connect, and inner deckle board 7 is used for the relative stake shell section of thick bamboo 1 of outer deckle board 8 to connect, and outer deckle board 8 is used for the support of setting up at a stake shell section of thick bamboo 1 both ends, and branch 9 is used for being connected between inner deckle board 7 and the outer deckle board 8.

Specifically, in this embodiment, the cavity 10 is a cylindrical cavity 10, which reduces the material used in the middle of the pile core column 2, so that the cavity 10 is not a solid cylindrical structure, and the reinforcing vertical plate 11 is used for reinforcing the inner wall structure of the cavity 10.

Specifically, the cavity 10 has been seted up to the inside central point department of putting of stake stem 2, and cavity 10's inner wall integrated into one piece all around has a plurality of to strengthen riser 11, strengthens riser 11 and be square structure and be the annular equidistance and arrange, and in this embodiment, through-hole 12 is used for the threading of loop wheel tie-down to be convenient for pull of the inside stake stem 2 of stake shell 1 and hang out.

Specifically, the pile shell 1 and the pile core 2 are both steel members.

The utility model discloses a theory of operation and use flow: the utility model discloses when using, inlay the inner frame plate 7 and insert and fix in the mounting groove 6 that the both ends face of a pile shell section of thick bamboo 1 was seted up, erect the liftoff of a pile shell section of thick bamboo 1 through inner frame plate 7, outer frame plate 8 and branch 9, make it break away from ground, tie the steel wire rope around the both ends of a pile shell section of thick bamboo 1 and tie around the both ends outer wall of a pile shell section of thick bamboo 1, and spacing through the anticreep groove 13 that the outer wall of a pile shell section of thick bamboo 1 is located anticreep pole 5 surface and sets up all around, take off inner frame plate 7 and outer frame plate 8 at the both ends of a pile shell section of thick bamboo 1, hang the pile stem 2 level of a pile shell section of thick bamboo 1 and the inside of a pile shell section of thick bamboo 1 to assigned position department through the loop wheel machine and tie, and put a pile stem 1 and a pile stem 2 inside the stake hole that excavates in advance immediately, thereby become the construction installation of a pile shell section of thick bamboo 1 and a pile stem 2;

when dismantling and taking, tie the steel wire rope and pass 1 upper end of a pile shell and lie in the through-hole 12 that the surface of strengthening riser 11 was seted up, through the loop wheel machine and tie the rope and hang out pile stem 2 in 1 inside of a pile shell perpendicularly, thereby make pile stem 2 break away from a pile shell and section of thick bamboo 1, inlay slot 4 and inlay inserted bar 3 alternate segregation, tie the steel wire rope around the upper end outer wall of a pile shell and section of thick bamboo 1, and lie in the anticreep groove 13 that 5 surfaces of anticreep pole were seted up all around through 1 outer wall of a pile shell and carry on spacingly, hang out through the loop wheel machine and tie the rope with a pile shell and 1 from the stake hole is vertical.

Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described in the foregoing embodiments, or equivalents may be substituted for elements thereof. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims

1. The utility model provides a civil engineering building composite pile which characterized in that: including a stake shell section of thick bamboo (1) and stake core column (2), the gomphosis of a stake shell section of thick bamboo (1) is connected with stake core column (2), the inner wall of a stake shell section of thick bamboo (1) integrated into one piece all around has a plurality of to inlay inserted bar (3), a plurality of has been seted up all around to the outer wall of stake core column (2) and has been inlayed slot (4), the outer wall of a stake shell section of thick bamboo (1) integrated into one piece all around has a plurality of anticreep road pole (5), a plurality of anticreep road groove (13) have been seted up on the surface of anticreep road pole (5), mounting groove (6) have all been seted up to the both ends face of a stake shell section of thick bamboo (1), the inside gomphosis of mounting groove (6) is connected with interior frame plate (7), interior frame plate (7) outside is provided with outer frame plate (8) all around, interior frame plate (7) are through a plurality of branch (9) fixed connection.

2. A civil engineering construction composite pile according to claim 1, characterised in that: inlay inserted bar (3) and inlay slot (4) and be the arc structure and all be annular equidistance and arrange, inlay inserted bar (3) and inlay slot (4) gomphosis each other, anticreep railway pole (5) are the arc structure and are annular equidistance and arrange, mounting groove (6) and interior plate (7) are the loop configuration.

3. A civil engineering construction composite pile according to claim 1, characterised in that: the supporting rods (9) are arranged in an annular equidistant mode.

4. A civil engineering construction composite pile according to claim 1, characterised in that: the pile core column is characterized in that a cavity (10) is formed in the center of the interior of the pile core column (2), a plurality of reinforcing vertical plates (11) are integrally formed on the periphery of the inner wall of the cavity (10), and the reinforcing vertical plates (11) are of square structures and are arranged in an annular equidistant mode.

5. A civil engineering construction composite pile according to claim 1, characterised in that: one end of the pile core column (2) is positioned in the middle of the surface of the reinforced vertical plate (11) and is provided with a through hole (12).

6. A civil engineering construction composite pile according to claim 1, characterised in that: the pile shell barrel (1) and the pile core column (2) are both steel components.