CN218264025U

CN218264025U - Self-building foundation reinforcement design structure

Info

Publication number: CN218264025U
Application number: CN202222098773.0U
Authority: CN
Inventors: 王晶莹
Original assignee: Individual
Current assignee: Individual
Priority date: 2022-08-10
Filing date: 2022-08-10
Publication date: 2023-01-10
Anticipated expiration: 2032-08-10

Abstract

The utility model discloses a from building foundation stabilization project organization, including the stratum basale, the foundation ditch has all been seted up to the both sides at stratum basale top, the inner chamber of foundation ditch is provided with concrete pile, concrete pile's top runs through the inner chamber of foundation ditch and extends to the outside of foundation ditch, concrete pile's top fixedly connected with ground main part, the equal fixedly connected with concrete column in both sides at ground main part top. The utility model discloses a stratum basale, the foundation ditch, the concrete pile, the ground main part, the concrete column, the steel reinforcement cage, the foundation soil layer, tamp layer and concrete layer's cooperation is used, can effectually solve traditional ground reinforced structure relatively poor in soil geological conditions, have high compressibility and low shear strength's bad engineering characteristic, if be under construction on this kind of soil, the problem in hole of collapsing can take place gradually on the soil layer in the ground, this ground consolidates project organization and is applicable to different geological environment, the shear strength and the bearing capacity of improvement ground, prevent that the foundation soil from sliding and destroying.

Description

Self-building foundation reinforcement design structure

Technical Field

The utility model relates to a foundation stabilization technical field specifically is from building house foundation stabilization project organization.

Background

The main forms of foundation reinforcement include anchor rod static pressure precast pile reinforcement technology, high pressure jet grouting pile reinforcement technology, chemical grouting reinforcement technology, deep mixing pile composite foundation reinforcement technology, wrapped column type new and old foundation connection technology, bar planting type new and old foundation side connection technology and the like, construction methods are complex, and the use of buildings is influenced more or less during construction.

Through the retrieval, the Chinese utility model provides a "foundation reinforced structure", its bulletin number is: CN214695545U, including the soft soil layer, fill soil layer and the heap loading bed that set gradually from bottom to top, can improve the hardness of soft soil foundation, avoid the foundation structure not hard up fracture, save foundation stabilization operating time, but this foundation stabilization structure is relatively poor in the soil geological conditions, has the bad engineering characteristic of high compressibility and low shear strength, if construct on this kind of soil, the soil layer in the foundation can take place to collapse hole gradually, for this reason, we have proposed the foundation stabilization design structure of self-construction room.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a self-built house foundation stabilization project organization possesses the advantage that the adaptation need not geological conditions, has solved the foundation stabilization structure relatively poor in the soil geological conditions, has high compressibility and low shear strength's bad engineering characteristic, if be under construction on this type of soil, the soil layer in the foundation can take place the problem in the hole of collapsing gradually.

In order to achieve the above object, the utility model provides a following technical scheme: building foundation stabilization project organization certainly, including the stratum basale, the foundation ditch has all been seted up to the both sides at stratum basale top, the inner chamber of foundation ditch is provided with the concrete pile, the top of concrete pile runs through the inner chamber of foundation ditch and extends to the outside of foundation ditch, the top fixedly connected with ground main part of concrete pile, the equal fixedly connected with concrete column in both sides at ground main part top, the top of concrete column is provided with the steel reinforcement cage, the stratum basale includes the foundation layer, the top fixedly connected with tamping layer on foundation layer, the top fixedly connected with concrete layer on tamping layer.

Preferably, the top of stratum basale has seted up and has bored the stake hole, the inner chamber of boring the stake hole is provided with the reinforcing pile, the top and the ground main part fixed connection of reinforcing pile.

Preferably, the top of the two sides of the reinforcing pile is fixedly connected with a reinforcing block, and the top of the reinforcing block is fixedly connected with the foundation main body.

Preferably, both sides at stratum basale top all fixedly connected with water the stake, water the top and the ground main part fixed connection of stake.

Preferably, a filling layer is filled between the substrate layer and the foundation main body, and the filling layer adopts fly ash residue soil aggregate.

Preferably, the rammed layer is backfilled by adopting a filler, and the filler adopts broken stones.

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

1. the utility model discloses a stratum basale, the foundation ditch, the concrete pile, the ground main part, the concrete column, the steel reinforcement cage, the foundation soil layer, tamp layer and concrete layer's cooperation is used, can effectually solve traditional ground reinforced structure relatively poor in soil geological conditions, have high compressibility and low shear strength's bad engineering characteristic, if be under construction on this kind of soil, the problem in hole of collapsing can take place gradually on the soil layer in the ground, this ground consolidates project organization and is applicable to different geological environment, the shear strength and the bearing capacity of improvement ground, prevent that the foundation soil from sliding and destroying.

2. The utility model discloses a setting up and boring stake hole and reinforcing pile, can further improving this ground reinforced structure's whole support intensity, guaranteed its result of use, through setting up the reinforcing block, can cooperate reinforcing pile and ground main part to form a body structure, improve the support nature, water the stake through setting up, can be used for connecting stratum basale and ground main part, form a whole skeleton, guaranteed reinforced effect.

Drawings

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

fig. 2 is a schematic view of the composition structure of the basal layer of the present invention;

fig. 3 is a schematic front view of the structure of the present invention.

In the figure: 1. a base layer; 101. a base soil layer; 102. tamping the layer; 103. a concrete layer; 2. a foundation pit; 3. concrete piles; 4. a foundation main body; 5. a concrete column; 6. a reinforcement cage; 7. drilling a pile hole; 8. reinforcing piles; 9. a reinforcing block; 10. and (5) pouring the piles.

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 design structure for reinforcing the foundation of the self-building comprises a substrate layer 1, a drilled pile hole 7 is formed at the top of the substrate layer 1, a reinforcing pile 8 is arranged in an inner cavity of the drilled pile hole 7, the top of the reinforcing pile 8 is fixedly connected with a foundation main body 4, reinforcing blocks 9 are fixedly connected to the tops of both sides of the reinforcing pile 8, the top of each reinforcing block 9 is fixedly connected with the foundation main body 4, casting piles 10 are fixedly connected to both sides of the top of the substrate layer 1, the top of each casting pile 10 is fixedly connected with the foundation main body 4, a filling layer is filled between the substrate layer 1 and the foundation main body 4, fly ash residue soil aggregate is adopted as the filling layer, foundation pits 2 are formed at both sides of the top of the substrate layer 1, concrete piles 3 are arranged in the inner cavities of the foundation pits 2, the tops of the concrete piles 3 penetrate through the inner cavities of the foundation pits 2 and extend to the outside of the foundation pits 2, the tops of the concrete piles 3 are fixedly connected with the foundation main bodies 4, the equal fixedly connected with concrete column 5 in both sides at foundation main body 4 top, the top of concrete column 5 is provided with steel reinforcement cage 6, stratum basale 1 includes foundation layer 101, the top fixedly connected with of foundation layer 101 tamps layer 102, tamp layer 102 adopts the filler to backfill, the filler adopts the rubble, the top fixedly connected with concrete layer 103 of tamp layer 102, through setting up bored pile hole 7 and reinforcing pile 8, can further improve the whole support intensity of this foundation stabilization structure, guarantee its result of use, through setting up reinforcing block 9, can cooperate reinforcing pile 8 and foundation main body 4 to form an organic whole structure, improve the support nature, through setting up pouring pile 10, can be used for connecting stratum basale 1 and foundation main body 4, form a whole skeleton, the reinforced effect has been guaranteed, through stratum basale 1, foundation ditch 2, concrete pile 3, foundation main body 4, concrete column 5, steel reinforcement cage 6, base soil layer 101, tamp layer 102 and concrete layer 103's cooperation and use, can be effectual solve traditional foundation stabilization structure relatively poor at the soil geological conditions, have high compressibility and low shear strength's bad engineering characteristic, if be under construction on this type of soil, the problem in hole that collapses can take place gradually in the soil layer in the ground, this foundation stabilization project organization is applicable to different geological environment, improve the shear strength and the bearing capacity of ground, prevent that the foundation soil from sliding and destroying.

During the use, through boring stake hole 7 and reinforcing pile 8, can further improve this ground reinforced structure's whole support intensity, guarantee its result of use, through reinforcing block 9, can cooperate reinforcing pile 8 and ground main part 4 to form a body structure, improve the support nature, through pouring into pile 10, can be used for connecting stratum basale 1 and ground main part 4, form a whole skeleton, guaranteed reinforced effect.

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. From building house foundation stabilization project organization, including stratum basale (1), its characterized in that: foundation pit (2) have all been seted up to the both sides at stratum basale (1) top, the inner chamber of foundation pit (2) is provided with concrete pile (3), the top of concrete pile (3) runs through the inner chamber of foundation pit (2) and extends to the outside of foundation pit (2), the top fixedly connected with ground main part (4) of concrete pile (3), the equal fixedly connected with concrete column (5) in both sides at ground main part (4) top, the top of concrete pile (5) is provided with steel reinforcement cage (6), stratum basale (1) is including stratum basale (101), the top fixedly connected with of stratum basale (101) tamps layer (102), the top fixedly connected with concrete layer (103) of tamping layer (102).

2. The self-erecting house foundation stabilization design structure of claim 1, wherein: bored pile hole (7) have been seted up at the top of stratum basale (1), the inner chamber of boring pile hole (7) is provided with reinforcing pile (8), the top and foundation main part (4) fixed connection of reinforcing pile (8).

3. The self-erecting house foundation stabilization design structure of claim 2, wherein: the equal fixedly connected with in top of reinforcing pile (8) both sides adds reinforcing block (9), the top and the ground main part (4) fixed connection of reinforcing block (9).

4. The self-erecting house foundation stabilization design structure of claim 1, wherein: both sides at stratum basale (1) top all fixedly connected with water stake (10), the top and the ground main part (4) fixed connection of pouring stake (10).

5. The self-erecting house foundation stabilization design structure of claim 1, wherein: and a filling layer is filled between the base layer (1) and the base main body (4), and the filling layer adopts fly ash residue soil aggregate.

6. The self-erecting house foundation stabilization design structure of claim 1, wherein: the tamping layer (102) is backfilled by adopting a filler, and the filler adopts broken stones.