CN212896316U

CN212896316U - Hydraulic engineering building foundation pile

Info

Publication number: CN212896316U
Application number: CN202021760816.1U
Authority: CN
Inventors: 杜毅治
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-08-21
Filing date: 2020-08-21
Publication date: 2021-04-06
Anticipated expiration: 2030-08-21

Abstract

The utility model discloses a hydraulic engineering building foundation pile, including the lag, the top of lag is inlayed and is equipped with the roof, the bottom of roof is fixed with the foundation pile that is the matrix distribution, the top of lag is fixed with the supporting station through the gim peg, be connected with a plurality of bracing pieces between the inner wall of foundation pile and lag, the bottom of lag is inlayed and is equipped with about board, about board cover is established on the foundation pile to hydraulic engineering building foundation pile has bigger bearing capacity, and can keep apart rivers and directly erode the pile body, guarantees that the foundation pile can not destroyed by the erosion, makes the bulk strength of foundation pile better, strengthens the wholeness and the stability of foundation pile, makes its better actual demand that satisfies.

Description

Hydraulic engineering building foundation pile

Technical Field

The utility model relates to a hydraulic engineering technical field specifically is a hydraulic engineering building foundation pile.

Background

The hydraulic engineering refers to various engineering (including new construction, extension, reconstruction, reinforcement, restoration, dismantling and other projects) such as flood control, flood drainage, irrigation, hydroelectric generation, water diversion (supply), mud flat treatment, water and soil conservation, water resource protection and the like, and matching and auxiliary projects thereof.

The existing building foundation pile has the advantages that in the actual use process of hydraulic engineering, the phenomena of exposed ribs, insufficient thickness of a protective layer and the like can be generated under the scouring action of water flow on a pile foundation, the pile bearing capacity is affected, in addition, the foundation pile is in direct contact with external water, concrete is damaged and cracked, holes are formed in the pile foundation, the cross section of the pile foundation is seriously weakened, and the corrosion seriously threatens the safety of the structure, so that the hydraulic engineering building foundation pile is provided.

SUMMERY OF THE UTILITY MODEL

Technical problem to be solved

Not enough to prior art, the utility model provides a hydraulic engineering building foundation pile has solved the above-mentioned problem that proposes.

(II) technical scheme

In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: a foundation pile for a hydraulic engineering building comprises a protective sleeve, wherein a top plate is embedded in the top of the protective sleeve, and foundation piles distributed in a matrix form are fixed at the bottom of the top plate;

a supporting table is fixed at the top of the protective sleeve through a fixing bolt;

a plurality of support rods are connected between the foundation pile and the inner wall of the protective sleeve;

and a restraint plate is embedded at the bottom of the protective sleeve and is sleeved on the foundation pile.

Preferably, the top of the protective sleeve is provided with an installation groove, the top plate is positioned in the installation groove, and the fixing bolt sequentially penetrates through the supporting table and the top plate and is fixed on the inner bottom surface of the installation groove.

Preferably, the bottom of the protective sleeve is provided with a connecting groove, the outside of the restraint plate is sleeved with a connecting plate of an annular structure, and the connecting plate is fixed in the connecting groove.

Preferably, the restraint plate is provided with positioning holes distributed in a matrix shape, the foundation piles extend out of the positioning holes, and the foundation piles are welded in the inner walls of the positioning holes.

Preferably, the outer wall of the protective sleeve is coated with a protective layer, and the bottom of the foundation pile is of a conical structure.

(III) advantageous effects

The utility model provides a hydraulic engineering building foundation pile. The method has the following beneficial effects: under the combined action of each part, hydraulic engineering building foundation pile has bigger bearing capacity, and can keep apart rivers and directly erode the pile body, guarantee that the foundation pile can not be corroded and destroyed, make the bulk strength of foundation pile better, the wholeness and the stability of reinforcing foundation pile make its better satisfy actual demand.

Drawings

FIG. 1 is a schematic sectional view of the present invention;

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

fig. 3 is a schematic structural diagram of the present invention.

In the figure: 1. a protective sleeve; 2. a protective layer; 3. a top plate; 4. a support table; 5. a fixing bolt; 6. foundation piles; 7. a restraint plate; 8. a connecting plate; 9. connecting grooves; 10. mounting grooves; 11. a support bar; 12. and (7) positioning the holes.

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, the present invention provides a technical solution: a hydraulic engineering building foundation pile comprises a protective sleeve 1, wherein a top plate 3 is embedded in the top of the protective sleeve 1, a supporting table 4 is fixed to the top of the protective sleeve 1 through a fixing bolt 5, a mounting groove 10 is formed in the top of the protective sleeve 1, the top plate 3 is located in the mounting groove 10, the top plate 3 is matched with the mounting groove 10, the fixing bolt 5 sequentially penetrates through the supporting table 4 and the top plate 3 and is fixed to the inner bottom surface of the mounting groove 10, the integrity of the supporting table 4, the top plate 3 and the protective sleeve 1 is maintained under the action of the fixing bolt 5, the top surface of the fixing bolt 5 is lower than the top surface of the supporting table 4, foundation piles 6 distributed in a matrix mode are fixed to the bottom of the top plate 3, and the matrix distribution of the foundation piles 6 enables the overall stability to be better;

a plurality of support rods 11 are connected between the foundation pile 6 and the inner wall of the protective sleeve 1, so that the overall connectivity of the protective sleeve is better;

the bottom of lag 1 is inlayed and is equipped with restraint panel 7, the spread groove 9 has been seted up to the bottom of lag 1, the outside cover of restraint panel 7 is equipped with the connecting plate 8 of loop configuration, connecting plate 8 is fixed in spread groove 9, and connecting plate 8 passes through the connecting bolt to be fixed in spread groove 9 or scaffold weldment is in spread groove 9, restraint panel 7 cover is established on foundation pile 6, be equipped with the locating hole 12 that is the matrix distribution on the restraint panel 7, foundation pile 6 stretches out from locating hole 12, foundation pile 6 welds in the inner wall of locating hole 12, makes its relative leakproofness of guaranteeing the inside of lag 1 can not intake.

The outer wall coating of lag 1 has inoxidizing coating 2, increases lag 1's corrosion-resistant characteristic, the bottom of foundation pile 6 is the taper structure, and the convenient grafting of taper structure is used.

Therefore, the whole assembly is convenient during the tooling, the bottom end of the foundation pile 6 can be inserted into a designated position during the use, the supporting effect is achieved, the outer part of the foundation pile 6 is protected in the protective sleeve 1, the foundation pile is prevented from being corroded, the influence on the foundation pile is avoided, the supporting rod 11 is connected between the foundation pile 6 and the protective sleeve 1, the foundation pile has good impact resistance, the whole stability is kept, and the whole rigidity is better;

thereby hydraulic engineering building foundation pile has bigger bearing capacity, and can keep apart rivers and to the direct scouring of pile body, guarantees that the foundation pile can not be corroded the destruction, makes the bulk strength of foundation pile better, strengthens the wholeness and the stability of foundation pile, makes its better satisfied actual demand.

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. Without further limitation. The use of the phrase "comprising one of the elements does not exclude the presence of other like elements in the process, method, article, or apparatus that comprises the element.

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. A hydraulic engineering building foundation pile is characterized in that: the protective sleeve comprises a protective sleeve (1), wherein a top plate (3) is embedded in the top of the protective sleeve (1), and foundation piles (6) distributed in a matrix form are fixed at the bottom of the top plate (3);

a supporting table (4) is fixed at the top of the protective sleeve (1) through a fixing bolt (5);

a plurality of support rods (11) are connected between the foundation pile (6) and the inner wall of the protective sleeve (1);

and a restraint plate (7) is embedded at the bottom of the protective sleeve (1), and the restraint plate (7) is sleeved on the foundation pile (6).

2. The hydraulic engineering building foundation pile of claim 1, wherein: mounting groove (10) have been seted up at the top of lag (1), roof (3) are arranged in mounting groove (10), gim peg (5) run through supporting bench (4), roof (3) in proper order and fix on the interior bottom surface of mounting groove (10).

3. The hydraulic engineering building foundation pile of claim 1, wherein: the protective sleeve is characterized in that a connecting groove (9) is formed in the bottom of the protective sleeve (1), a connecting plate (8) of an annular structure is sleeved outside the restraint plate (7), and the connecting plate (8) is fixed in the connecting groove (9).

4. The hydraulic engineering building foundation pile of claim 1, wherein: the restraint plate (7) is provided with positioning holes (12) distributed in a matrix mode, the foundation piles (6) extend out of the positioning holes (12), and the foundation piles (6) are welded in the inner walls of the positioning holes (12).

5. The hydraulic engineering building foundation pile of claim 1, wherein: the outer wall coating of lag (1) has inoxidizing coating (2), the bottom of foundation pile (6) is the taper structure.