CN219568940U

CN219568940U - Civil construction foundation pile device

Info

Publication number: CN219568940U
Application number: CN202320574898.8U
Authority: CN
Inventors: 武玫; 张滋泽; 任洪
Original assignee: Tibet Youyou Engineering Management Co ltd
Current assignee: Tibet Youyou Engineering Management Co ltd
Priority date: 2023-03-22
Filing date: 2023-03-22
Publication date: 2023-08-22
Anticipated expiration: 2033-03-22

Abstract

The utility model discloses a civil construction foundation pile device, which belongs to the technical field of construction foundation piles and comprises a bearing platform A, a grouting groove B, a bearing platform B, a grouting groove C, a grouting groove D, reinforcing piles and supporting piles, wherein a plurality of grouting grooves A are formed in an opening of the surface of the bearing platform A and are arranged in parallel at equal intervals, a plurality of grouting grooves B are embedded between the surface of the bearing platform A, which is close to the grouting grooves A, and the grouting grooves B are arranged in parallel at equal intervals. According to the utility model, after the outer ring stabilizing frame of the reinforcing pile is fully buried and a part of the supporting pile is exposed, the contact area between the reinforcing pile and soil is increased, meanwhile, a bearing platform A is placed on the soil surface by a worker, after the reinforcing pile is positioned in the grouting groove A, cement concrete slurry is re-poured into the grouting groove E by the worker, after the grouting groove A and the grouting groove E are plugged, the bearing platform A exposed on the soil surface for supporting a building later is more stable, and movement cannot be generated easily.

Description

Civil construction foundation pile device

Technical Field

The utility model belongs to the technical field of building foundation piles, and particularly relates to a civil building foundation pile device.

Background

The building foundation pile consists of bearing platform for bearing building and pile embedded in soil to fix bearing platform for bearing the load produced by building and to strengthen the stability of building on ground.

The construction foundation pile is characterized in that the construction foundation pile is provided with a first positioning groove, a first positioning column, a first mounting groove and a first mounting block, so that a main pile and an auxiliary pile can be clamped with each other, the effect of splicing the main pile and the auxiliary pile is achieved, and the spliced main pile and auxiliary pile can be fixed through the arrangement of a first mounting bolt, so that the effect of enhancing the connection stability between the main pile and the auxiliary pile is achieved; the disadvantages are as follows:

when the worker uses this kind of engineering building foundation pile to lay in appointed construction site, through mutual joint between first constant head tank and first reference column and first mounting groove and the first installation piece, splice between main pile and the vice stake, place the mounting panel in vice stake top again, make vice stake roll-in mounting panel surface mounting hole, accomplish the holistic installation processing of foundation pile, and because main pile and vice stake surface all are smooth cylindric, when can making main pile and vice stake bury underground, the contact surface with soil is less, when making the worker construct the building at the mounting panel surface, easily make main pile and vice stake grasp the ground relatively poor and produce and remove, lead to the steadiness relatively poor.

Disclosure of Invention

The utility model aims at: in order to solve the problem of poor stability of the engineering building foundation pile, the civil building foundation pile device is provided.

The technical scheme adopted by the utility model is as follows: the utility model provides a civil construction foundation pile device, includes cushion cap A, grout groove B, cushion cap B, grout groove C, grout groove D, reinforcement stake and supporting pile, cushion cap A surface opening is provided with grout groove A, grout groove A has a plurality of, and is the equidistance setting side by side, the cushion cap A surface is close to the embedding between the grout groove A and is provided with grout groove B, grout groove B has a plurality of, and is the equidistance setting side by side, cushion cap A below is close to being provided with cushion cap B between four grout groove B below, cushion cap B surface embedding is provided with grout groove C, grout groove C has four, and is the equidistance setting side by side, the cushion cap B surface is close to the embedding between the grout groove C and is provided with grout groove D, grout groove D has three, and is the equidistance setting side by side, the slip is provided with the supporting pile between grout groove B and the grout groove D is inboard, the reinforcing pile outside is provided with can consolidate between cushion cap A and the reinforcing mechanism, the reinforcing mechanism can stabilize the soil with the supporting pile outside between the supporting pile outside setting.

The reinforcing mechanism comprises a grouting groove E, a stabilizing frame, reinforcing ribs A, a grouting groove A and stabilizing rods, wherein the stabilizing rods are fixedly arranged on two sides of the lower portion of the reinforcing pile, the lower portion of the stabilizing rods is in conical arrangement, the grouting groove A is embedded in the two sides of the reinforcing pile close to the grouting groove C, the grouting groove E is embedded in the upper portion of the reinforcing pile, the reinforcing ribs A are arranged in the grouting groove E in a sliding mode, the reinforcing ribs A are arranged in an annular mode, the stabilizing frames are fixedly arranged between the outer ring of the reinforcing pile close to the bearing platform A and the bearing platform B, and the stabilizing frames are in spiral encircling arrangement.

The grouting stabilizing mechanism comprises a grouting groove F, a grouting groove B and reinforcing ribs B, wherein the grouting groove F is embedded in the upper portion of the supporting pile, the reinforcing ribs B are arranged in the grouting groove F in a sliding mode, the reinforcing ribs B are arranged in an annular mode, the grouting groove B is embedded in the surface of the supporting pile, the grouting grooves B are formed in a plurality of mode, every two grouting grooves are inclined relatively, and the grouting grooves are arranged in an equidistance encircling mode.

In summary, due to the adoption of the technical scheme, the beneficial effects of the utility model are as follows:

1. this kind of building foundation pile device is through being provided with strengthening mechanism, can make the staff pass through cooperation between grout groove E, firm frame, strengthening rib A, play slurry groove A and the firm pole, can consolidate in soil between cushion cap A and cushion cap B, improves cushion cap A's the higher effect of support steadiness.

2. This kind of building foundation pile device is through being provided with the firm mechanism of ventilative, can make the staff pass through cooperation between grout groove F, play thick liquid groove B and the strengthening rib B, can increase cushion cap A holistic ground force of grabbing, can avoid the staff to produce when cushion cap A surface construction building and remove, improves cushion cap A's the higher effect of support steadiness.

Drawings

FIG. 1 is a schematic diagram of a front perspective view of a foundation pile of the present utility model;

FIG. 2 is a schematic diagram of a cross-sectional front view of a foundation pile according to the present utility model;

FIG. 3 is a schematic diagram of the enlarged construction of FIG. 2 at A in accordance with the present utility model;

fig. 4 is a schematic diagram of the enlarged structure at B in fig. 2 according to the present utility model.

The marks in the figure: 1. bearing platform A; 101. grouting a groove A; 102. grouting a groove B; 2. bearing platform B; 201. grouting grooves C; 202. grouting grooves D; 3. reinforcing piles; 301. grouting a groove E; 302. a stabilizing frame; 303. a reinforcing rib A; 304. a slurry outlet groove A; 305. a stabilizing rod; 4. supporting piles; 401. grouting grooves F; 402. a slurry outlet groove B; 403. and a reinforcing rib B.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

In the utility model, the following components are added:

referring to fig. 1 to 4, a foundation pile device for civil construction, including a pile cap A1, a pile cap a101, a pile cap B102, a pile cap B2, a pile cap C201, a pile cap D202, a reinforcing pile 3 and a supporting pile 4, the surface opening of the pile cap A1 is provided with a pile cap a101, the pile cap a101 has a plurality of grouting grooves and is equidistantly arranged side by side, the pile cap A1 surface is close to the pile cap a101 and is embedded with the pile cap B102, the pile cap B102 has a plurality of grouting grooves and is equidistantly arranged side by side, the pile cap B2 is arranged below the pile cap a 2 and is close to the four pile caps B102, the pile cap B2 surface is embedded with the pile cap C201, the pile cap B2 is arranged on the side by side and is embedded with the pile cap D202, the pile cap D202 has three grouting grooves and is equidistantly arranged, the reinforcing pile 3 is slidingly arranged between the pile cap C201 and the inner side of the pile cap a101, the supporting pile 4 is slidingly arranged between the pile cap B102 and the inner side of the pile cap D202, the reinforcing pile cap B3 is firmly arranged between the outer side and the supporting pile cap B is firmly arranged on the outer side of the pile cap B, and the supporting pile 4 is firmly arranged on the outer side of the supporting mechanism.

Referring to fig. 1 to 3, further, the reinforcement mechanism is composed of a grouting groove E301, a stabilizing frame 302, a reinforcing rib a303, a grout outlet groove a304 and a stabilizing rod 305;

the reinforcing pile 3 below both sides fixed mounting has stabilizer bar 305, and stabilizer bar 305 below is the circular cone form setting, reinforcing pile 3 both sides are close to grout groove C201 department embedding and are provided with grout groove A304, reinforcing pile 3 top embedding is provided with grout groove E301, grout groove E301 inside slides and is provided with strengthening rib A303, and strengthening rib A303 is the annular setting, reinforcing pile 3 outer lane is close to between cushion cap A1 and the cushion cap B2 fixed mounting has stabilizer 302, and stabilizer 302 is the heliciform and encircles the setting, when the staff needs to be in the appointed place construction foundation pile, dig out the soil behind the depth of appointed position through the driving excavator, place the cushion cap B2 in the hole, and slide into grout groove C201 with four supporting piles 4, and insert into the soil, make behind grout groove A304 and the grout groove C201 relatively, the staff slide into grout groove E301 respectively, and behind the grout groove E301, the cement paste will be derived from grout groove A304, and with grout groove C1 and pile 2 is followed by pile 1 pile 2 is followed to the same time, pile 2 is followed by pile 1 is covered in the pile 1 is covered by pile 1, pile 2 is covered by pile 2, pile 2 is covered by pile 1 is covered by pile 2, pile 2 is covered by soil pile 1 more completely, pile 1 is covered by pile 2.

Referring to fig. 1, 2 and 4, further, the grouting stabilizing mechanism is composed of a grouting groove F401, a grouting groove B402 and a reinforcing rib B403;

the grouting pile is characterized in that a grouting groove F401 is embedded above the supporting pile 4, a reinforcing rib B403 is arranged in the grouting groove F401 in a sliding mode, the reinforcing rib B403 is arranged in an annular mode, a plurality of grouting grooves B402 are embedded in the surface of the supporting pile 4, the grouting grooves B402 are inclined relatively to each other and are arranged in an equidistant mode, after a worker stably processes a bearing platform A1 through a bearing platform B2 and a reinforcing pile 3, the worker inserts a plurality of supporting piles 4 into soil through the grouting grooves B102 and the grouting grooves D202, the reinforcing ribs B403 slide into the grouting grooves F401, a large amount of cement concrete slurry is poured into the grouting grooves, part of cement concrete slurry is led out to the periphery of the supporting pile 4 along the grouting grooves B402, the contact between the supporting pile 4 and soil is increased, after the grouting grooves B102 are formed through the cement slurry, the supporting pile 4 is led out through the grouting grooves B402, the contact area between the cement slurry and the soil is increased, and the whole construction pile A1 is prevented from being dried when the whole construction pile A1 is grabbed, and the whole construction pile surface can be prevented from being dried.

Working principle: when a worker needs to construct foundation piles at a designated construction site, the worker digs soil at the designated position to a certain depth by driving an excavator, then places a bearing platform B2 in a pit, slides four support piles 4 into a grouting groove C201 and inserts the four support piles into the soil, after a grout outlet groove A304 is opposite to the grouting groove C201, the worker slides a plurality of reinforcing ribs A303 into a grouting groove E301 respectively, and fills cement concrete slurry into the grouting groove E301, after the cement concrete slurry is led out of the grout outlet groove A304 and seals the grouting groove C201, then the worker places other support piles 4 and the bearing platform B2 in the same way and fills cement concrete slurry, backfills a large amount of soil in the soil pit where the bearing platform B2 is placed, fully buries the outer ring of the reinforcing pile 3, and after a part of the support piles 4 is exposed, the contact area between the reinforcing pile 3 and the soil is increased, after the staff places the bearing platform A1 on the soil surface, the reinforcement pile 3 is positioned in the grouting groove A101, the staff re-fills cement concrete slurry into the grouting groove E301, after the grouting groove A101 and the grouting groove E301 are plugged, the bearing platform A1 which is exposed on the soil surface and used for supporting the building subsequently is firmer and is not easy to move, finally, after the staff inserts a plurality of support piles 4 into the soil through the grouting groove B102 and the grouting groove D202, the reinforcing ribs B403 slide into the grouting groove F401 and fill a large amount of cement concrete slurry, part of cement concrete slurry is led out to the periphery of the support piles 4 along the plurality of grouting grooves B402, the contact between the support piles 4 and the soil is increased, after the grouting groove B102 is plugged by the cement concrete slurry, the support piles 4 are led out through the plurality of grouting grooves B402 on the surface and the dried cement concrete slurry is dried, the contact area with soil is increased, the overall ground grabbing force of the bearing platform A1 is increased, and the movement of workers during construction of the surface of the bearing platform A1 can be avoided.

The foregoing description of the preferred embodiments of the utility model is not intended to be limiting, but rather is intended to cover all modifications, equivalents, and alternatives falling within the spirit and principles of the utility model.

Claims

1. The utility model provides a civil construction foundation pile device, includes cushion cap A (1), grout groove A (101), grout groove B (102), cushion cap B (2), grout groove C (201), grout groove D (202), reinforcement stake (3) and support stake (4), cushion cap A (1) surface opening is provided with grout groove A (101), grout groove A (101) has a plurality of, and is the equidistance setting side by side, the cushion cap A (1) surface is close to the embedding between grout groove A (101) and is provided with grout groove B (102), grout groove B (102) have a plurality of, and are the equidistance setting side by side, cushion cap A (1) below is close to between four grout groove B (102) below and is provided with cushion cap B (2), cushion cap B (2) surface embedding is provided with grout groove C (201), grout groove C (201) have four, and are the equidistance setting side by side, the cushion cap B (2) surface is close to the embedding between grout groove C (201), grout groove D (202) is three and is set up side by side, grout groove C (102) and support stake (3) are provided with grout groove (102) and slip pile (4) are set up between the slip pile (102). Reinforcing pile (3) outside is provided with the strengthening mechanism that can consolidate between cushion cap A and the cushion cap B and handles, support pile (4) outside is provided with the thick liquid firm mechanism that can stabilize between self and the soil.

2. A civil construction foundation pile apparatus according to claim 1, wherein: the reinforcing mechanism consists of a grouting groove E (301), a stabilizing frame (302), a reinforcing rib A (303), a grouting groove A (304) and a stabilizing rod (305);

the grouting pile comprises a reinforcing pile body, wherein a stabilizing rod (305) is fixedly arranged on two sides of the lower portion of the reinforcing pile body (3), a grout outlet groove A (304) is embedded in the two sides of the reinforcing pile body (3) close to a grouting groove C (201), a grouting groove E (301) is embedded in the upper portion of the reinforcing pile body (3), a reinforcing rib A (303) is arranged in the grouting groove E (301) in a sliding mode, and a stabilizing frame (302) is fixedly arranged between an outer ring of the reinforcing pile body (3) close to a bearing platform A (1) and a bearing platform B (2).

3. A civil construction foundation pile apparatus according to claim 1, wherein: the grouting stabilizing mechanism consists of a grouting groove F (401), a grouting groove B (402) and a reinforcing rib B (403);

the grouting pile is characterized in that a grouting groove F (401) is embedded above the supporting pile (4), a reinforcing rib B (403) is arranged in the grouting groove F (401) in a sliding mode, and a grout outlet groove B (402) is embedded in the surface of the supporting pile (4).

4. A civil construction foundation pile apparatus according to claim 2, wherein: the lower part of the stabilizing rod (305) is arranged in a conical shape.

5. A civil construction foundation pile apparatus according to claim 2, wherein: the reinforcing ribs A (303) are arranged in an annular shape, and the stabilizing frame (302) is arranged in a spiral surrounding mode.

6. A civil construction foundation pile apparatus as defined in claim 3, wherein: the reinforcing ribs B (403) are arranged in an annular shape, the number of the slurry outlet grooves B (402) is several, and every two of the slurry outlet grooves B are inclined relatively and are arranged in an equidistant surrounding manner.