CN213508548U - Novel foundation structure - Google Patents
Novel foundation structure Download PDFInfo
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- CN213508548U CN213508548U CN202022392071.4U CN202022392071U CN213508548U CN 213508548 U CN213508548 U CN 213508548U CN 202022392071 U CN202022392071 U CN 202022392071U CN 213508548 U CN213508548 U CN 213508548U
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- bracing piece
- foundation structure
- upright post
- sleeve pipe
- groove
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- 230000007704 transition Effects 0.000 claims description 14
- 238000000926 separation method Methods 0.000 claims description 3
- 230000035939 shock Effects 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 4
- 239000002689 soil Substances 0.000 description 15
- 238000010586 diagram Methods 0.000 description 3
- 229920006395 saturated elastomer Polymers 0.000 description 3
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model relates to a novel foundation structure relates to building pile foundation engineering's field, including the prefabricated plate, the inside of prefabricated plate is fixed with a plurality of support frames, and every support frame all includes the stand, and the through-hole has been seted up to a side of stand, and every support frame still includes the first bracing piece of interpolation in the through-hole and fixing, and the one end sliding connection of first bracing piece has the sleeve pipe, and the sleeve pipe cup joints with the one end of the first bracing piece in another adjacent support frame. This application has the effect that improves the shock resistance and the shock resistance of ground.
Description
Technical Field
The application relates to the field of building pile foundation engineering, in particular to a novel foundation structure.
Background
With the increasing population and the great improvement of living consumption level, large residential buildings and shopping malls are pulled out. When a large building is built on a saturated soft soil foundation, because the saturated soft soil foundation has the characteristics of high water content, large void ratio, high compressibility and the like, if the saturated soft soil foundation is not treated, the problem of overlarge absolute settlement and the like exists, therefore, in the treatment and the basic work of various foundations, the soil body needs to be reinforced, so that the structural strength of the foundation can be increased, and the effects of shock absorption and pressure resistance are also realized.
The current chinese patent with publication number CN205530319U discloses a novel foundation structure, which comprises a central upright and a limiting wall, wherein the central upright is arranged in the center of the limiting wall, the central upright is longitudinally provided with a set of through holes, and a bracket passes through the through holes and is fixed with the limiting wall. Through the combination of the central upright post, the bracket and the limiting wall, a firm staggered structure is formed, so that a foundation with relatively shock resistance and pressure resistance is formed.
In view of the above-mentioned related art, the inventor believes that when the size of the foundation to be constructed is different, a plurality of sets of support members formed by central columns and brackets are required to maintain the earthquake resistance and the pressure resistance of the foundation, but the connection between the plurality of sets of support members is also an important factor for maintaining the earthquake resistance and the pressure resistance of the foundation.
SUMMERY OF THE UTILITY MODEL
In order to improve the shock resistance and the shock resistance of ground, this application provides a novel foundation structure.
The application provides a novel foundation structure adopts following technical scheme:
the utility model provides a novel foundation structure, includes the prefabricated plate, and the inside of prefabricated plate is fixed with a plurality of support frames, and every support frame all includes the stand, and the through-hole has been seted up to a side of stand, and every support frame still includes and connects fixed first bracing piece in the through-hole interpolation, and the one end sliding connection of first bracing piece has the sleeve pipe, and the sleeve pipe cup joints with the one end of first bracing piece in another adjacent support frame.
By adopting the technical scheme, when the plurality of support frames are fixedly connected inside the prefabricated slab, the sleeve on the first support rod in each support frame is respectively sleeved with one end of the first support rod in the other support frame, so that the two adjacent support frames are connected through the interconnection between the two first support rods, the prefabricated slab and the plurality of support frames inside the prefabricated slab form a foundation with better anti-seismic performance and compressive performance, and the interconnection between the two adjacent support frames inside the prefabricated slab further improves the anti-seismic performance and compressive performance of the foundation.
Preferably, the guide way that sets up towards keeping away from the stand direction is all seted up to sheathed tube two inside walls, and the one end that first bracing piece is close to the guide way is fixed with two guide blocks, every guide block all with corresponding guide way sliding connection.
Through adopting above-mentioned technical scheme, thereby when the sleeve pipe to the direction motion of keeping away from the stand cup joints with the one end of the first bracing piece in another support frame, the guide block slides in the guide way, and the guide way provides the effect of direction for the motion of guide block, sheathed tube.
Preferably, one end of the guide groove close to the upright post is provided with a limiting block for limiting the separation of the guide block and the guide groove.
Through adopting above-mentioned technical scheme, when the sleeve pipe to the direction motion of keeping away from the stand when the guide block conflict restriction piece, the sleeve pipe reaches the limit to the direction motion of keeping away from the stand, and restriction piece restriction sleeve pipe breaks away from with first bracing piece.
Preferably, the first supporting rod is far away from the outer side wall of one end of the sleeve pipe and is fixedly connected with a connecting plate, one side, far away from the stand, of the connecting plate is provided with a circle of clamping groove, and the sleeve pipe on the other first supporting rod is sleeved with the first supporting rod and is clamped with the clamping groove.
Through adopting above-mentioned technical scheme, when the sleeve pipe on another first bracing piece cup jointed with the one end of this first bracing piece, sleeve pipe and joint groove chucking have so consolidated the sleeve pipe and have been connected with this first bracing piece, have further consolidated being connected between two first bracing pieces.
Preferably, one end of the first support rod, which is provided with the connecting plate, gradually shrinks towards the direction away from the upright post to form a transition block.
Through adopting above-mentioned technical scheme, when the sleeve pipe on another bracing piece cup joints with the one end of this first bracing piece, the sleeve pipe cup joints with first bracing piece afterwards through transition piece, and the transition piece that contracts gradually is convenient for the sleeve pipe and is aimed at with first bracing piece and cup joints.
Preferably, one side face, far away from the upright post, of one end of the first support rod connecting sleeve is provided with a groove, and the groove is tightly inserted into the transition block on the other first support rod.
By adopting the technical scheme, when the sleeve on one first supporting rod is sleeved with the other first supporting rod, the transition block on the other supporting rod is tightly inserted into the groove on the first supporting rod, so that the connection between the two first supporting rods is reinforced.
Preferably, the lower end of the upright post extends out of the prefabricated plate and is fixed with a connecting rod, and the connecting rod gradually shrinks towards the direction far away from the upright post to form a tip.
Through adopting above-mentioned technical scheme, when the ground needs to be connected with the soil, the connecting rod that is most advanced is convenient for peg graft with the soil to accomplish the being connected of stand and soil, the ground of further being convenient for is connected with the soil.
Preferably, the surface area of the connecting rod near the upright is larger than the surface area of the upright near the connecting rod.
Through adopting above-mentioned technical scheme, when the connecting rod pegged graft downwards and gets into the soil, the area of contact of the upper surface of connecting rod and soil is great, and the connecting rod is difficult to break away from with the soil for the ground is comparatively firm with being connected of soil.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the precast slabs and the plurality of support frames in the precast slabs form a foundation with better seismic performance and pressure resistance, and two adjacent support frames in the precast slabs are connected with each other, so that the seismic performance and the pressure resistance of the foundation are further improved;
2. sleeve pipe and joint groove chucking have so consolidated the sleeve pipe and have been connected with this first bracing piece, have further consolidated being connected between two first bracing pieces.
Drawings
Fig. 1 is an overall schematic diagram of a foundation structure embodied by an embodiment of the present application.
Fig. 2 is a schematic structural diagram of a support frame according to an embodiment of the present application.
Fig. 3 is a schematic structural diagram showing the interconnection relationship between the first support rods according to the embodiment of the present application.
Description of reference numerals: 1. prefabricating a slab; 2. a support frame; 21. a column; 211. a through hole; 212. a connecting rod; 22. a first support bar; 221. a sleeve; 222. a guide groove; 223. a guide block; 224. a connecting plate; 225. a clamping groove; 226. a transition block; 227. a groove; 23. a second support bar; 3. and limiting the block.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses a novel foundation structure. Referring to fig. 1, the foundation structure includes solid prefabricated plate 1, and a plurality of support frames 2 of the inside fixedly connected with of prefabricated plate 1, interconnect between a plurality of support frames 2, the combination of a plurality of support frames 2 and prefabricated plate 1 forms the better ground of shock resistance, compressive property.
According to different sizes of the prefabricated slab 1, different numbers of the supporting frames 2 are fixedly connected inside the prefabricated slab 1, and in the embodiment, two supporting frames 2 are fixedly connected inside the prefabricated slab 1 as an example.
Referring to fig. 1 and 2, each of the supporting brackets 2 includes a post 21 vertically fixed inside the prefabricated panel 1, and a lower end of the post 21 protrudes from a bottom surface of the prefabricated panel 1. Two through holes 211 arranged up and down are formed in the side wall of the upright post 21, and the two through holes 211 respectively penetrate through different side walls of the upright post 21. A first support rod 22 and a second support rod 23 are respectively fixedly connected in each through hole 211 in an inserted manner, and the first support rod 22 and the second support rod 23 are perpendicular to each other. The first and second support bars 22 and 23 are fixed inside the prefabricated panel 1.
Referring to fig. 2, one end of the first support rod 22 of each support frame 2 is slidably connected with a sleeve 221, and the sleeve 221 is sleeved outside the first support rod 22. When the two support frames 2 need to be connected with each other, the sleeve 221 on one of the first support rods 22 slides in the direction away from the upright post 21, and the sleeve 221 is sleeved with the first sleeve of the other first support rod 22 which is not connected with the sleeve 221, at this time, the two first support rods 22 are sleeved by the same sleeve 221, that is, the two support frames 2 are connected, and the operation is simple and convenient.
Referring to fig. 3, two inner side walls of each sleeve 221 are respectively provided with a guide groove 222, one end of the first support rod 22 close to the sleeve 221 is fixedly connected with two guide blocks 223, and each sliding groove is slidably connected with the corresponding guide groove 222. The sliding groove guides the movement of the bushing 221 on the first support bar 22.
The two ends of the guide slot 222 are respectively provided with a limiting block 3 for limiting the separation of the guide block 223 and the guide slot 222, so that when the sleeve 221 is slid towards the direction far away from the upright post 21 until the guide block 223 abuts against the limiting block 3 close to one end of the upright post 21, the distance from the sleeve 221 to the upright post 21 is farthest, and the occurrence that the sleeve 221 slides to separate from the first support rod 22 is reduced.
Referring to fig. 3, in order to make the sleeve 221 of each support frame 2 more firmly sleeved on the first support rod 22 of another support frame 2, a connecting plate 224 is fixedly connected to one end of each first support rod 22, which is not slidably connected to the sleeve 221, and a ring of clamping groove 225 is formed in one surface of the connecting plate 224, which is away from the upright post 21. When two support frames 2 are connected, the sleeve 221 on one support frame 2 is tightly clamped with the clamping groove 225 in the other support frame 2, so that the two support frames 2 are connected firmly.
Referring to fig. 2, the end of each first support rod 22 not slidably connected to the sleeve 221 is gradually contracted away from the upright 21 to form a transition block 226, and the transition block 226 is in a quadrangular pyramid shape. Referring to fig. 3, the transition block 226 facilitates the alignment and sleeve connection of the sleeve 221 and the first support rod 22 when the sleeve 221 of another support frame 2 is sleeved with the first support rod 22 of the present support frame 2.
One end of the first support rod 22 slidably connected to the sleeve 221 is provided with a groove 227, the side of the sleeve 221 away from the upright post 21 is provided with a groove 227, and when the sleeve 221 on one of the first support rods 22 is sleeved on the other support rod through the transition block 226, the end of the transition block 226 close to the groove 227 is tightly clamped with the groove 227, so that the connection between the two first support rods 22 is further strengthened, that is, the connection between the two support frames 2 is further strengthened.
Referring to fig. 1, the lower end of the upright column 21 is fixedly connected with a connecting rod 212, the connecting rod 212 is a quadrangular pyramid with the top end arranged downwards, and when the foundation is required to be connected with the ground, the quadrangular pyramid-shaped connecting rod 212 is convenient to be inserted into the ground to complete the connection between the upright column 21 and the ground. The area that connecting rod 212 is close to the upper surface of stand 21 is greater than the area that stand 21 is close to the bottom surface of connecting rod 212, so when connecting rod 212 pegges graft downwards and gets into the soil, connecting rod 212 is difficult for breaking away from with the soil for connecting rod 212, stand 21 are comparatively firm with being connected in the soil.
The implementation principle of the novel foundation structure of the embodiment of the application is as follows: when two support frames 2 are required to be connected, one end of one first support rod 22, which is connected with the sleeve 221, is close to one end, which is provided with the connecting plate 224, of the other first support rod 22, and then the sleeve 221 is pulled towards the direction close to the connecting plate 224, so that the sleeve 221 is sleeved with the first support rod 22 provided with the connecting plate 224, the sleeve 221 is tightly clamped with the clamping groove 225, and the transition block 226 is tightly clamped with the groove 227, and thus the connection of the two support frames 2 is completed.
Concrete or other material is poured into the upper ends of the two support frames 2 to form the prefabricated panel 1, so that the support frames 2 are fixed inside the prefabricated panel 1 and the lower end of each upright post 21 extends out of the prefabricated panel 1. The combination of the precast slabs 1 and the support frames 2 forms a foundation with better seismic performance and pressure resistance.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. A novel foundation structure, comprising prefabricated slabs (1), characterized in that: the inside of prefabricated plate (1) is fixed with a plurality of support frames (2), every support frame (2) all include stand (21), through-hole (211) have been seted up to a side of stand (21), every support frame (2) still include in through-hole (211) interpolation connect fixed first bracing piece (22), the one end sliding connection of first bracing piece (22) has sleeve pipe (221), sleeve pipe (221) cup joint with the one end of first bracing piece (22) in another adjacent support frame (2).
2. A new foundation structure as claimed in claim 1, characterized in that: guide way (222) that the orientation set up of keeping away from stand (21) direction are all seted up to two inside walls of sleeve pipe (221), and one end that first bracing piece (22) is close to guide way (222) is fixed with two guide blocks (223), every guide block (223) all with corresponding guide way (222) sliding connection.
3. A new foundation structure as claimed in claim 2, characterized in that: one end of the guide groove (222) close to the upright post (21) is provided with a limiting block (3) for limiting the separation of the guide block (223) and the guide groove (222).
4. A new foundation structure as claimed in claim 1, characterized in that: one end outer side wall fixedly connected with connecting plate (224) of sleeve pipe (221) is kept away from in first bracing piece (22), and round joint groove (225) have been seted up to the one side that stand (21) were kept away from in connecting plate (224), and sleeve pipe (221) on another first bracing piece (22) cup joint with this first bracing piece (22) and with joint groove (225) chucking.
5. A novel foundation structure as claimed in any one of claims 1 to 4, wherein: one end of the first supporting rod (22) provided with the connecting plate (224) gradually shrinks towards the direction far away from the upright post (21) to form a transition block (226).
6. A new foundation structure, according to claim 5, characterized in that: one side face, far away from the upright post (21), of one end, connected with the sleeve (221), of the first support rod (22) is provided with a groove (227), and the groove (227) is tightly inserted into a transition block (226) on the other first support rod (22).
7. A new foundation structure as claimed in claim 1, characterized in that: the lower end of the upright post (21) extends out of the prefabricated plate (1) and is fixed with a connecting rod (212), and the connecting rod (212) gradually shrinks towards the direction far away from the upright post (21) to form a tip.
8. A new foundation structure, according to claim 7, characterized in that: the surface area of the connecting rod (212) close to the upright post (21) is larger than the surface area of the upright post (21) close to the connecting rod (212).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022392071.4U CN213508548U (en) | 2020-10-24 | 2020-10-24 | Novel foundation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022392071.4U CN213508548U (en) | 2020-10-24 | 2020-10-24 | Novel foundation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213508548U true CN213508548U (en) | 2021-06-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022392071.4U Expired - Fee Related CN213508548U (en) | 2020-10-24 | 2020-10-24 | Novel foundation structure |
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| Country | Link |
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| CN (1) | CN213508548U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114197440A (en) * | 2021-12-20 | 2022-03-18 | 深圳市东深工程有限公司 | Building foundation and construction method thereof |
-
2020
- 2020-10-24 CN CN202022392071.4U patent/CN213508548U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114197440A (en) * | 2021-12-20 | 2022-03-18 | 深圳市东深工程有限公司 | Building foundation and construction method thereof |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210622 |
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| CF01 | Termination of patent right due to non-payment of annual fee |