CN213143027U - Composite foundation structure and building thereof - Google Patents
Composite foundation structure and building thereof Download PDFInfo
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- CN213143027U CN213143027U CN202021006113.XU CN202021006113U CN213143027U CN 213143027 U CN213143027 U CN 213143027U CN 202021006113 U CN202021006113 U CN 202021006113U CN 213143027 U CN213143027 U CN 213143027U
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- 239000002131 composite material Substances 0.000 title claims abstract description 18
- 238000004321 preservation Methods 0.000 claims abstract description 32
- 239000012528 membrane Substances 0.000 claims abstract description 17
- 230000015572 biosynthetic process Effects 0.000 claims abstract description 16
- 230000002787 reinforcement Effects 0.000 claims abstract description 11
- 230000002265 prevention Effects 0.000 claims abstract description 8
- 239000010410 layer Substances 0.000 claims description 130
- 239000002689 soil Substances 0.000 claims description 12
- 239000002344 surface layer Substances 0.000 claims description 10
- 238000009413 insulation Methods 0.000 claims description 6
- 239000004568 cement Substances 0.000 claims description 5
- 239000004576 sand Substances 0.000 claims description 4
- 239000004575 stone Substances 0.000 claims description 4
- 239000011150 reinforced concrete Substances 0.000 claims description 3
- 239000000758 substrate Substances 0.000 claims 1
- 230000035939 shock Effects 0.000 abstract description 6
- 230000003014 reinforcing effect Effects 0.000 description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 239000012466 permeate Substances 0.000 description 3
- 239000011435 rock Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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Abstract
The utility model discloses a belong to building foundation technical field, specifically be a composite foundation structure and building thereof, it includes: ground tamp layer, first prevention of seepage membrane, reinforcement basic unit, permeable formation, buffer layer, first heat preservation, bed of foundation, ground stake and building wall body, equal fixed mounting has first prevention of seepage membrane on the square groove vertical wall that the inboard on ground tamp layer was seted up, the square tank bottom end on ground tamp layer is provided with the reinforcement basic unit, a plurality of through-holes have been seted up to the equidistance on the reinforcement basic unit, be provided with the permeable formation in the top on ground tamp layer and a plurality of through-holes, the top of permeable formation is provided with the buffer layer, the top of buffer layer is provided with first heat preservation. This composite foundation structure and building thereof, not only structural strength is higher, and shock resistance is stronger, and outside waterproof and inside dewatering are effectual moreover, are difficult to produce ponding, can play the heat preservation function to ground simultaneously, prevent that ground cold from conducting to the earth's surface building on.
Description
Technical Field
The utility model relates to a building foundation technical field specifically is a composite foundation structure and building thereof.
Background
The building consists of the structure, the foundation and the foundation. The entire load of the building is borne by the ground layer beneath it. 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). Natural foundations are layers of natural soil that do 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. However, the existing foundation is often low in structural strength and poor in impact resistance, water is easy to accumulate inside the foundation, and meanwhile, the temperature inside a building is easy to influence due to the low temperature of the ground.
SUMMERY OF THE UTILITY MODEL
This section is for the purpose of summarizing some aspects of embodiments of the invention and to briefly introduce some preferred embodiments. Some simplifications or omissions may be made in this section and in the abstract of the specification and the title of the application to avoid obscuring the purpose of this section, the abstract of the specification and the title of the application, and such simplifications or omissions are not intended to limit the scope of the invention.
The present invention has been made in view of the above and/or the problems existing in the existing composite foundation structure and the construction thereof.
Therefore, the utility model aims at providing a composite foundation structure and building thereof, not only structural strength is higher, and shock resistance is stronger, and outside waterproof and inside water-logging are effectual moreover, are difficult to produce ponding, can play the heat preservation function to ground simultaneously, prevent that ground is cold to conduct to the earth's surface on building.
For solving the technical problem, according to the utility model discloses an aspect, the utility model provides a following technical scheme:
a composite foundation structure and construction thereof, comprising: ground tamp layer, first prevention of seepage membrane, reinforcement basic unit, permeable formation, buffer layer, first heat preservation, bed, ground stake and building wall body, equal fixed mounting has first prevention of seepage membrane on the square groove vertical wall that the inboard on ground tamp layer was seted up, the square tank bottom end on ground tamp layer is provided with the reinforcement basic unit, a plurality of through-holes have been seted up to the equidistance on the reinforcement basic unit, be provided with the permeable formation in the top on ground tamp layer and a plurality of through-holes, the top of permeable formation is provided with the buffer layer, the top of buffer layer is provided with first heat preservation, the top on first heat preservation is provided with the bed, ground tamp layer, reinforcement basic unit, permeable formation, buffer layer, first heat preservation and bed are equidistant vertical install a plurality of ground stakes, and are a plurality of the top fixed mounting of ground stake has building wall body.
As a preferred scheme of composite foundation structure and building thereof, wherein: the building wall comprises an outer wall surface layer, a second heat insulation layer, a wall body layer, an inner wall surface layer and a second anti-seepage film, wherein the second heat insulation layer and the inner wall surface layer are arranged on the outer side and the inner side of the wall body layer, the outer wall surface layer is arranged on the outer side of the second heat insulation layer, and the second anti-seepage film is arranged at the bottom end of the wall body layer.
As a preferred scheme of composite foundation structure and building thereof, wherein: the reinforced base layer is made of cement, the permeable formation is made of sand mixture, the buffer layer is made of broken stones, the first heat-insulating layer and the second heat-insulating layer are both made of heat-insulating plates, and the base layer and the wall body layer are made of reinforced concrete.
As a preferred scheme of composite foundation structure and building thereof, wherein: the ground piles are CFG piles or cement soil mixing piles, and the distance between every two adjacent ground piles is 1-2 meters.
Compared with the prior art: through the intensity of reinforcing basic unit increase foundation structure, the through-hole holds the permeable formation, make rivers pass through, the permeable formation makes rivers permeate foundation structure outside, the buffer layer absorbs the impact force, prevent foundation structure damage, first heat preservation keeps warm for ground, the foundation bears the weight of the building of top, the foundation pile uses as the foundation pile of building, not only structural strength is higher, shock resistance is stronger, and outside waterproof and inside water-retaining are effectual, be difficult to produce ponding, can play the heat preservation function to ground simultaneously, prevent that ground cold conducts on the earth's surface building, this composite foundation structure and building, not only structural strength is higher, shock resistance is stronger, and outside waterproof and inside water-retaining are effectual, be difficult to produce ponding, can play the heat preservation function to ground simultaneously, prevent that ground from conducting on cold earth's surface building.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the present invention will be described in detail with reference to the accompanying drawings and detailed embodiments, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without inventive labor. Wherein:
fig. 1 is a cross-sectional view of the present invention;
fig. 2 is a cross-sectional view of the building wall of the present invention.
In the figure: 100 foundation rammed layers, 200 first impermeable membranes, 300 reinforced base layers, 310 through holes, 400 permeable layers, 500 buffer layers, 600 first heat preservation layers, 700 foundation layers, 800 ground piles, 900 building walls, 910 outer wall surface layers, 920 second heat preservation layers, 930 wall body layers, 940 inner wall surface layers and 950 second impermeable membranes.
Detailed Description
In order to make the above objects, features and advantages of the present invention more comprehensible, embodiments of the present invention are described in detail below with reference to the accompanying drawings.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention, but the present invention may be implemented in other ways than those specifically described herein, and one skilled in the art may similarly generalize the present invention without departing from the spirit of the present invention, and therefore the present invention is not limited to the specific embodiments disclosed below.
Next, the present invention will be described in detail with reference to the schematic drawings, and in the detailed description of the embodiments of the present invention, for convenience of explanation, the sectional view showing the device structure will not be partially enlarged according to the general scale, and the schematic drawings are only examples, and should not limit the scope of the present invention. In addition, the three-dimensional dimensions of length, width and depth should be included in the actual fabrication.
In order to make the objects, technical solutions and advantages of the present invention clearer, embodiments of the present invention will be described in further detail below with reference to the accompanying drawings.
The utility model provides a composite foundation structure and building thereof, not only structural strength is higher, and shock resistance is stronger, and outside waterproof and inside dewatering are effectual moreover, are difficult to produce ponding, can play the heat preservation function to ground simultaneously, prevent that the cold conduction in ground from to the earth's surface building, please refer to figure 1 and figure 2, include: the construction method comprises the following steps of (1) tamping a foundation 100, a first impermeable membrane 200, a reinforcing base layer 300, a permeable layer 400, a buffer layer 500, a first heat preservation layer 600, a foundation layer 700, ground piles 800 and a building wall 900;
referring to fig. 1 again, the first impermeable membrane 200 is fixedly mounted on the vertical wall of the square groove formed on the inner side of the foundation ramming layer 100, the reinforcing base layer 300 is disposed at the bottom end of the square groove of the foundation ramming layer 100, sixty-four through holes 310 are equidistantly disposed on the reinforcing base layer 300, permeable layers 400 are disposed above the foundation ramming layer 100 and in the sixty-four through holes 310, a buffer layer 500 is disposed above the permeable layers 400, a first heat preservation layer 600 is disposed above the buffer layer 500, a base layer 700 is disposed above the first heat preservation layer 600, sixty-four ground piles 800 are vertically mounted on the foundation ramming layer 100, the reinforcing base layer 300, the permeable layers 400, the buffer layer 500, the first heat preservation layer 600 and the base layer 700 at equal intervals, a building wall 900 is fixedly mounted at the top ends of the sixty-four ground piles 800, specifically, the first impermeable membrane 200 is fixedly mounted on the vertical wall of the square groove formed on the inner side of the, the reinforcing base layer 300 is arranged at the bottom end of the square groove of the foundation rammed layer 100, sixty-four through holes 310 are equidistantly formed in the reinforcing base layer 300, permeable layers 400 are arranged above the foundation rammed layer 100 and in the sixty-four through holes 310, a buffer layer 500 is arranged above the permeable layer 400, a first heat preservation layer 600 is arranged above the buffer layer 500, a base layer 700 is arranged above the first heat preservation layer 600, the foundation rammed layer 100, the reinforcing base layer 300, the permeable layers 400, the buffer layer 500, sixty-four ground piles 800 are equidistantly and vertically arranged on the first heat preservation layer 600 and the base layer 700, a building wall 900 is fixedly arranged at the top ends of the sixty-four ground piles 800, the foundation rammed layer 100 is used as a foundation, the first anti-seepage film 200 is used for preventing water flow from being immersed from the side surface of the foundation rammed layer 100, the reinforcing base layer 300 is used for increasing the strength of the foundation structure, the permeable layer 400 is used for allowing water to permeate outside the foundation structure, the buffer layer 500 is used for absorbing impact force and preventing the foundation structure from being damaged, the first heat-preservation layer 600 is used for preserving heat for the ground, the foundation layer 700 is used for bearing a building above, and the ground pile 800 is used as a bottom pile for building the building;
when specific use, through consolidating basic unit 300 and increasing foundation structure's intensity, through-hole 310 holds permeable formation 400, make rivers pass through, permeable formation 400 makes rivers permeate foundation structure outside, buffer layer 500 absorbs the impact force, prevent foundation structure damage, first heat preservation 600 keeps warm for ground, foundation layer 700 bears the building of top, ground stake 800 uses as the foundation pile of building, not only structural strength is higher, shock resistance is stronger, and outside waterproof and inside water returned are effectual, be difficult to produce ponding, can play the heat preservation function to ground simultaneously, prevent that cold conduction of ground is to the earth's surface on the building.
Referring to fig. 2 again, the building wall 900 includes an outer wall surface 910, a second insulating layer 920, a wall surface 930, an inner wall surface 940 and a second impermeable membrane 950, the second insulating layer 920 and the inner wall surface 940 are disposed on the outer side and the inner side of the wall surface 930, the outer wall surface 910 is disposed on the outer side of the second insulating layer 920, the second impermeable membrane 950 is disposed on the bottom end of the wall surface 930, and specifically, the building wall 900 includes the outer wall surface 910, second heat preservation 920, wall body layer 930, interior wall top layer 940 and second prevention of seepage membrane 950, the outside and the inboard of wall body layer 930 are provided with second heat preservation 920 and interior wall top layer 940, the outside of second heat preservation 920 is provided with outer wall top layer 910, the bottom of wall body layer 930 is provided with second prevention of seepage membrane 950, outer wall top layer 910 and interior wall top layer 940 all are used for protecting inside wall body, second heat preservation 920 is used for preventing the temperature in the building from scattering and disappearing, wall body layer 930 is the main part of wall body.
Referring to fig. 1 and 2 again, in order to enable the reinforced base layer 300, the permeable layer 400, the buffer layer 500, the first heat-insulating layer 600, the second heat-insulating layer 920, the base layer 700 and the wall layer 930 to perform corresponding functions, the reinforced base layer 300 is made of cement, the permeable layer 400 is made of mixed sand, the buffer layer 500 is made of crushed stone, the first heat-insulating layer 600 and the second heat-insulating layer 920 are both made of heat-insulating plates, and the base layer 700 and the wall layer 930 are made of reinforced concrete.
Referring to fig. 1 and 2 again, in order to make the ground piles 800 more reasonably distributed and have higher structural strength, the ground piles 800 are CFG piles or cement-soil mixing piles, and the intervals between the ground piles 800 are 1-2 m.
While the invention has been described above with reference to an embodiment, various modifications may be made and equivalents may be substituted for elements thereof without departing from the scope of the invention. In particular, as long as there is no structural conflict, the various features of the disclosed embodiments of the present invention can be used in any combination with each other, and the non-exhaustive description of these combinations in this specification is merely for the sake of brevity and resource conservation. Therefore, it is intended that the invention not be limited to the particular embodiments disclosed, but that the invention will include all embodiments falling within the scope of the appended claims.
Claims (4)
1. A composite foundation structure, comprising: ground tamped layer (100), first prevention of seepage membrane (200), reinforcement basic unit (300), permeable formation (400), buffer layer (500), first heat preservation (600), basic unit (700), ground stake (800) and building wall (900), equal fixed mounting has first prevention of seepage membrane (200) on the square groove vertical wall that the inboard of ground tamped layer (100) was seted up, the square tank bottom end of ground tamped layer (100) is provided with consolidates basic unit (300), equidistantly on consolidating basic unit (300) a plurality of through-holes (310) have been seted up, be provided with permeable formation (400) in the top of ground tamped layer (100) and a plurality of through-holes (310), the top of permeable formation (400) is provided with buffer layer (500), the top of buffer layer (500) is provided with first heat preservation (600), the top of first heat preservation (600) is provided with basic unit (700), ground tamped layer (100), Consolidate basic unit (300), permeable formation (400), buffer layer (500), first heat preservation (600) and foundation bed (700) on the equidistance vertical a plurality of ground stake (800) of installing, it is a plurality of the top fixed mounting of ground stake (800) has building wall (900).
2. A composite foundation structure as claimed in claim 1, wherein said building wall (900) comprises an outer wall surface layer (910), a second insulation layer (920), a wall body layer (930), an inner wall surface layer (940) and a second impermeable membrane (950), wherein the second insulation layer (920) and the inner wall surface layer (940) are disposed on the outer side and the inner side of the wall body layer (930), the outer wall surface layer (910) is disposed on the outer side of the second insulation layer (920), and the second impermeable membrane (950) is disposed on the bottom end of the wall body layer (930).
3. A composite foundation structure as claimed in claim 1, wherein said reinforcement substrate (300) is made of cement, said permeable layer (400) is made of mixed sand, said buffer layer (500) is made of crushed stone, said first and second insulating layers (600, 920) are made of insulating board, and said foundation layer (700) and wall layer (930) are made of reinforced concrete.
4. A composite foundation structure according to claim 1, wherein said ground piles (800) are CFG piles or cement soil mixing piles, and the pitch of said ground piles (800) is 1-2 m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021006113.XU CN213143027U (en) | 2020-06-04 | 2020-06-04 | Composite foundation structure and building thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021006113.XU CN213143027U (en) | 2020-06-04 | 2020-06-04 | Composite foundation structure and building thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213143027U true CN213143027U (en) | 2021-05-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021006113.XU Active CN213143027U (en) | 2020-06-04 | 2020-06-04 | Composite foundation structure and building thereof |
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| Country | Link |
|---|---|
| CN (1) | CN213143027U (en) |
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2020
- 2020-06-04 CN CN202021006113.XU patent/CN213143027U/en active Active
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20220114 Address after: 024000 Airport Road, Hongshan District, Chifeng City, Inner Mongolia Autonomous Region Patentee after: CHIFENG University Address before: Room 1173, building 3, hefengshuian B District, 17 Longtoushan Road, Hongshan District, Chifeng City, Inner Mongolia Autonomous Region 024000 Patentee before: Wang Yingjie |
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| TR01 | Transfer of patent right |