CN218148308U

CN218148308U - Foundation reinforcing pile

Info

Publication number: CN218148308U
Application number: CN202222250899.5U
Authority: CN
Inventors: 卢广航
Original assignee: Shandong Liaojian Fangzheng Construction Co ltd
Current assignee: Shandong Liaojian Fangzheng Construction Co ltd
Priority date: 2022-08-25
Filing date: 2022-08-25
Publication date: 2022-12-27
Anticipated expiration: 2032-08-25

Abstract

The utility model relates to a reinforcing pile technical field especially relates to a foundation reinforcing pile, including the reinforcing pile body, the inside fixed mounting of reinforcing pile body has two at least outer bosses, every the equal fixed mounting in inside of outer boss has two opposite direction's stiffener, per two equal fixed mounting has two at least fixed muscle between the lateral wall of stiffener and the outer boss inner wall. The utility model discloses a make the concrete can contact each other, every outer reinforcement cover is inside all to install the strengthening rib, every strengthening rib all can further improve the intensity of outer reinforcement cover, there is the clearance between the slot that outer reinforcement cover and reinforcement sleeve plate were seted up simultaneously, and the concrete can enter into in the slot, and wrap up the reinforcement sleeve plate, the inside concrete of sneaking into of outer reinforcement cover this moment, effectively improve the intensity of outer reinforcement cover, change the concrete at the internal shape of reinforcing pile through utilizing outer reinforcement cover and reinforcement frame, thereby effectively improve the intensity after the concrete casting.

Description

Foundation reinforcing pile

Technical Field

The utility model relates to a reinforced pile technical field especially relates to a foundation reinforced pile.

Background

The foundation refers to the soil or rock mass of the supporting foundation under the building. Soil layers as building foundations are divided into rocks, gravel soil, sandy soil, silt soil, cohesive soil and artificial filling soil. The foundation includes a natural foundation and an artificial foundation (composite foundation). A natural foundation is a layer of natural soil that does not require human reinforcement. The artificial foundation needs reinforcement treatment by people, and a stone chip cushion layer, a sand cushion layer, mixed lime-soil backfill, tamping and the like are common;

need use the ground reinforcing pile when the ground consolidates, and current ground reinforcing pile adopts simple siphunculus, and when the casting concrete, the concrete is the cylindricality, and the bulk strength is handed over the end, and compressive capacity is relatively poor.

SUMMERY OF THE UTILITY MODEL

In order to overcome the defects of the prior art, the utility model provides a foundation reinforcing pile.

In order to solve the technical problem, the utility model provides a following technical scheme: the utility model provides a ground reinforcing pile, includes the reinforcing pile body, the inside fixed mounting of reinforcing pile body has two at least outer jackets, every the equal fixed mounting in inside of outer jacket has two opposite orientation's stiffener, per two equal fixed mounting has two at least fixed muscle, per two between the lateral wall of stiffener and the outer jacket inner wall fixed mounting has a connecting plate, per two between the opposite face of stiffener fixed mounting has two at least connecting rods between the lateral wall of stiffener.

As a preferred technical scheme of the utility model, the lower tip fixed mounting of reinforcement stake body has the tapered plate, every the upper end of outer reinforcement cover all runs through and has seted up the post groove, is located every of post groove outer lane the equal fixed mounting of upper end of outer reinforcement cover has the reinforcement sleeve board, every the slot has all been seted up, every to the upper end of reinforcement sleeve board the equal fixed mounting in inside of slot has the strengthening rib.

As a preferred technical scheme of the utility model, every the upper end of strengthening frame all runs through and has seted up the bell jar, every the shape of strengthening frame cross section is the toper, every the circumference surface of connecting plate all runs through and has seted up the side channel, every the side channel all link up with two bell jars mutually.

Compared with the prior art, the utility model discloses the beneficial effect that can reach is:

1. inside a large amount of concrete can enter into outer reinforcement cover, the clearance between concrete will outer reinforcement cover and two stiffeners is filled, a large amount of concrete can enter into the bell jar of two stiffeners through the side channel simultaneously, partial concrete can directly enter into in the stiffener through the bell jar, the concrete is the complete connection state in the reinforced pile body, and the intensity of reinforced pile body can be strengthened with the stiffener to a plurality of outer reinforcement covers, a plurality of outer reinforcement covers alternate between the concrete with the stiffener, can improve the intensity of concrete, make reinforced pile body bulk strength grow.

2. Through offering the kerve at the connecting plate, effectively make the concrete can contact each other, the strengthening rib is all installed to every outer reinforcement cover inside, every strengthening rib all can further improve the intensity of outer reinforcement cover, there is the clearance between the slot that outer reinforcement cover and reinforcement sleeve plate were offered simultaneously, and the concrete can enter into in the slot, and wrap up the reinforcement sleeve plate, the concrete is sneaked into to outer reinforcement cover inside this moment, effectively improve the intensity of outer reinforcement cover, change the concrete and at the internal shape of reinforcing pile through utilizing outer reinforcement cover and reinforcement frame, thereby effectively improve the intensity after the concrete casting.

Drawings

Fig. 1 is a schematic structural view of the reinforcing pile body of the present invention;

FIG. 2 is a schematic structural view of the outer reinforcement sleeve of the present invention;

FIG. 3 is a schematic structural view of the reinforcing rib of the present invention;

fig. 4 is a schematic structural view of the reinforcing frame of the present invention.

Wherein: 1. reinforcing the pile body; 11. a tapered plate; 2. an outer reinforcement sleeve; 21. a cylindrical groove; 22. a reinforcing sleeve plate; 23. a slot; 24. reinforcing ribs; 25. fixing the ribs; 3. a reinforcing frame; 31. a tapered groove; 32. a connecting plate; 33. a side groove; 34. a connecting rod.

Detailed Description

In order to make the technical means, the creation features, the achievement purposes and the functions of the invention easy to understand, the invention is further explained below with reference to the specific embodiments, but the following embodiments are only the preferred embodiments of the invention, not all. Based on the embodiments in the implementation, other embodiments obtained by those skilled in the art without any creative work belong to the protection scope of the present invention. The experimental methods in the following examples are conventional methods unless otherwise specified, and materials, reagents and the like used in the following examples are commercially available unless otherwise specified.

Embodiment 1 as shown in fig. 1, 2, 3 and 4, a foundation reinforcing pile includes a reinforcing pile body 1, at least two outer reinforcing sleeves 2 are fixedly installed inside the reinforcing pile body 1, two reinforcing frames 3 with opposite directions are fixedly installed inside each outer reinforcing sleeve 2, after the reinforcing pile body 1 is completely inserted into a hole, concrete is cast, the concrete firstly enters the reinforcing pile body 1, the concrete contacts with the plurality of outer reinforcing sleeves 2, meanwhile, a large amount of concrete enters the outer reinforcing sleeves 2, the concrete fills a gap between the outer reinforcing sleeves 2 and the two reinforcing frames 3, meanwhile, a large amount of concrete enters the tapered grooves 31 of the two reinforcing frames 3 through the side grooves 33, part of the concrete directly enters the reinforcing frames 3 through the tapered grooves 31, the concrete is completely connected in the reinforcing pile body 1, at least two fixing ribs 25 are fixedly installed between the outer side walls of each two reinforcing frames 3 and the inner walls of the outer reinforcing sleeves 2, at least two connecting plates 32 are fixedly installed between the opposite surfaces of each two reinforcing frames 3, and at least two connecting plates 34 are installed between the outer side walls of the reinforcing frames 3.

Reinforcing pile body 1's lower tip fixed mounting has tapered plate 11, the upper end of every outer reinforcement sleeve 2 all runs through and has seted up cylindrical groove 21, the equal fixed mounting in upper end of every outer reinforcement sleeve 2 who is located cylindrical groove 21 outer lane has reinforcing sleeve plate 22, slot 23 has all been seted up to the upper end of every reinforcing sleeve plate 22, the equal fixed mounting in inside of every slot 23 has the upper end of every reinforcement frame 3 of strengthening rib 24 all to run through and has seted up tapered groove 31, a plurality of connecting rods 34 between two reinforcement frames 3 can improve the support nature between two reinforcement frames 3 simultaneously, through set up side channel 33 at connecting plate 32, effectively make the concrete can the mutual contact, every outer reinforcement sleeve 2 is inside all to install strengthening rib 24, every strengthening rib 24 all can further improve outer reinforcement sleeve 2's intensity, there is the clearance simultaneously between the slot 23 that outer reinforcement sleeve 2 and reinforcing sleeve plate 22 seted up, and the concrete can enter into slot 23, and wrap up reinforcing sleeve plate 22, the shape of every reinforcement frame 3 cross section is the toper, the circumference surface of every connecting plate 32 all runs through has seted up side channel 33, every side channel 33 and two tapered groove 31 are all link up mutually.

The working principle is as follows:

first step, when consolidating the foundation, set up corresponding hole on the foundation now, adopt the main equipment will consolidate stake body 1 and insert in the hole, because the lower tip fixed mounting who consolidates stake body 1 has tapered plate 11, consequently tapered plate 11 can improve the smooth and easy degree that consolidates stake body 1 and get into in the hole, back in will consolidating stake body 1 and inserting the hole completely, adopt the concrete to cast, the concrete enters into inside consolidating stake body 1 earlier, the concrete contacts a plurality of outer reinforcement covers 2, simultaneously a large amount of concrete can enter into inside outer reinforcement cover 2, the concrete fills the clearance between outer reinforcement cover 2 and two reinforcement cover 3, a large amount of concrete can enter into the tapered slot 31 of two reinforcement cover 3 through side cut 33 simultaneously, partial concrete can directly enter into reinforcement cover 3 through tapered slot 31, the concrete is the complete connection state in consolidating stake body 1, and a plurality of outer reinforcement covers 2 and reinforcement cover 3 can strengthen the intensity of stake body 1, a plurality of outer reinforcement covers 2 and reinforcement cover 3, a plurality of reinforcement cover 3 and reinforcement cover between the concrete, can improve the interlude, the whole intensity grow of reinforcement cover 1 of body, make the whole intensity of strengthening the stake body.

Second step, every reinforcement 3 all is the toper, consequently, the concrete of casting is with for the toper in the reinforced pile body 1, effectively improve the intensity of concrete, a plurality of connecting rods 34 between two reinforcement 3 can improve the support nature between two reinforcement 3 simultaneously, through seting up the side channel 33 at connecting plate 32, effectively make the concrete contact each other, every 2 inside all install the strengthening rib 24 of outer reinforcement cover, every strengthening rib 24 all can further improve the intensity of outer reinforcement cover 2, there is the clearance simultaneously between the slot 23 that outer reinforcement cover 2 and reinforcement sleeve plate 22 seted up, and the concrete can enter into in the slot 23, and wrap up reinforcement sleeve plate 22, the inside concrete that sneaks into of outer reinforcement cover 2 this moment, effectively improve the intensity of outer reinforcement cover 2, through utilizing outer reinforcement cover 2 and reinforcement 3 to change the shape of concrete in reinforced pile body 1, thereby effectively improve the intensity after the concrete casting.

The embodiments of the present invention have been described in detail with reference to the accompanying drawings, but the present invention is not limited thereto, and various changes can be made without departing from the gist of the present invention within the scope of knowledge possessed by those skilled in the art.

Claims

1. The utility model provides a ground reinforcing pile, includes reinforcing pile body (1), its characterized in that, the inside fixed mounting of reinforcing pile body (1) has two at least outer reinforcement cover (2), every the equal fixed mounting in inside of outer reinforcement cover (2) has two opposite orientation stiffeners (3), per two equal fixed mounting has two at least fixed muscle (25), per two between the lateral wall of stiffener (3) and outer reinforcement cover (2) inner wall fixed mounting has connecting plate (32), per two between the opposite face of stiffener (3) fixed mounting has two at least connecting rods (34) between the lateral wall of stiffener (3).

2. A ground reinforcing pile according to claim 1, characterized in that a tapered plate (11) is fixedly installed at the lower end of the reinforcing pile body (1).

3. A foundation reinforcing pile according to claim 1, wherein a cylindrical groove (21) is formed through the upper end of each outer reinforcing sleeve (2), and a reinforcing sleeve plate (22) is fixedly mounted on the upper end of each outer reinforcing sleeve (2) positioned at the outer ring of the cylindrical groove (21).

4. A foundation reinforcing pile according to claim 3, wherein each reinforcing sleeve plate (22) is provided with a slot (23) at the upper end thereof, and a reinforcing rib (24) is fixedly mounted inside each slot (23).

5. A ground reinforcing pile according to claim 1, wherein a tapered groove (31) is formed through the upper end of each reinforcing frame (3), and the cross section of each reinforcing frame (3) is tapered.

6. A foundation reinforcing pile according to claim 5, wherein each connecting plate (32) has a side groove (33) formed through the circumferential surface thereof, and each side groove (33) is communicated with two tapered grooves (31).