CN212052780U - Oblique supporting type deep foundation pit supporting structure - Google Patents
Oblique supporting type deep foundation pit supporting structure Download PDFInfo
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- CN212052780U CN212052780U CN201922482653.9U CN201922482653U CN212052780U CN 212052780 U CN212052780 U CN 212052780U CN 201922482653 U CN201922482653 U CN 201922482653U CN 212052780 U CN212052780 U CN 212052780U
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- foundation pit
- piles
- inclined support
- temporary
- type deep
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 31
- 239000010959 steel Substances 0.000 claims abstract description 31
- 239000002689 soil Substances 0.000 claims abstract description 24
- 210000001624 Hip Anatomy 0.000 claims abstract description 23
- 239000011150 reinforced concrete Substances 0.000 claims description 12
- 239000004568 cement Substances 0.000 claims description 7
- 238000003756 stirring Methods 0.000 claims description 7
- 238000003466 welding Methods 0.000 claims description 4
- 238000011065 in-situ storage Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 22
- 239000000463 material Substances 0.000 abstract description 3
- 241000893018 Armeria Species 0.000 abstract description 2
- 230000001737 promoting Effects 0.000 abstract description 2
- 239000004567 concrete Substances 0.000 description 5
- 238000009434 installation Methods 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 210000000481 Breast Anatomy 0.000 description 1
- 230000000875 corresponding Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
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Abstract
The utility model discloses an inclined support type deep foundation pit supporting structure, which comprises a foundation pit (13); arranging piles (2) which are arranged at intervals along the edge of the foundation pit and used for resisting a soil body (1) outside the foundation pit; the tops of all the row piles are connected into a whole through the crown beam (3), and the middle upper parts of all the row piles are connected into a whole through the waist beam (4); a connecting steel plate (14) for connecting the temporary inclined support lattice column (5) is embedded in one side of the waist rail close to the foundation pit; double anchor piles (7) which are arranged at intervals are arranged at the bottom of the foundation pit and close to the row piles, the tops of the double anchor piles are connected into a whole through a bearing platform (6), and a connecting steel plate (14) for connecting the temporary inclined support lattice column is embedded at one side of the bearing platform close to the row piles; two ends of the temporary inclined supporting lattice column are respectively welded with the waist beam and a connecting steel plate (14) on the bearing platform. The utility model discloses convenient for material collection, construction are simple, both practice thrift the cost of labor, can be under construction fast again, do not influence underground structure construction, need not the foundation ditch limit and reserve soil, are fit for generally promoting.
Description
Technical Field
The utility model relates to an oblique supporting formula deep basal pit supporting construction belongs to building engineering technical field.
Background
In the aspects of underground space engineering, building foundation pit engineering and the like, under the condition that the depth of a foundation pit exceeds 5m, an inner support is generally required to be arranged on a foundation pit support to resist the lateral pressure of the foundation pit and control the deformation of the foundation pit. In the prior art, a reinforced concrete inner support is generally adopted, and the concrete support has the defects of resource waste, difficulty in construction and dismantling, long construction period, high cost and the like. Along with the continuous development of the technology, the steel pipe support or the steel structure support is also applied to a certain extent, but large-scale hoisting equipment is needed for installation, the installation is difficult, the deformation of the steel structure after stress causes the deformation of a foundation pit to be large, and the safety risk exists. Therefore, the existing technologies are not perfect enough and are expected to be further improved.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing an inclined support type deep foundation pit supporting structure to solve the defects of resource waste, difficult construction and dismantling, long construction period, high cost and the like of the existing reinforced concrete inner support; the problems that the existing steel pipe or steel structure support needs large-scale hoisting equipment for installation and is difficult to install, and the steel structure deforms after stress to cause larger foundation pit deformation and safety risk exist are solved, so that the defects of the prior art are overcome.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model relates to an inclined support type deep foundation pit supporting structure; comprises a foundation pit; arranging piles at intervals along the edge of the foundation pit for resisting soil outside the pit; the tops of all the row piles are connected into a whole through the crown beam, and the middle upper parts of all the row piles are connected into a whole through the waist beam; a connecting steel plate for connecting the temporary inclined support lattice column is embedded in one side of the waist rail close to the foundation pit; double-anchor piles which are arranged at intervals are arranged at the bottom of the foundation pit close to the row piles, the tops of the double-anchor piles are connected into a whole through a bearing platform, and connecting steel plates for connecting temporary inclined support lattice columns are pre-embedded at one side of the bearing platform close to the row piles; and two ends of the temporary inclined supporting lattice column are respectively welded with the waist beam and the connecting steel plate on the bearing platform.
Among the aforementioned oblique supporting formula deep basal pit supporting construction, the waist rail leans on foundation ditch one side to be downward inclined plane, and the cushion cap leans on campshed one side to be upward inclined plane, and downward inclined plane is parallel with the upward inclined plane, connects on the pre-buried two inclined planes of steel sheet.
In the inclined support type deep foundation pit supporting structure, the row piles and the double anchor piles are reinforced concrete cast-in-situ bored piles; and cement soil stirring layers are arranged on the outer sides of the row piles and around the double-anchor piles.
In the inclined support type deep foundation pit supporting structure, the temporary inclined support lattice column is a columnar member formed by welding angle steel and steel plates; the included angle between the temporary oblique supporting lattice column and the ground plane is not more than 45 degrees.
In the inclined support type deep foundation pit supporting structure, the bearing platform is of a reinforced concrete cast-in-place structure, and the height of the top of the bearing platform is more than 200mm lower than the bottom surface of the foundation pit.
Since the technical scheme is used, the utility model discloses compare with prior art, the utility model discloses utilize the campshed to add the water earth stirring layer as the enclosure, block the outer soil body of hole and groundwater through the enclosure. The lateral pressure of the soil body outside the pit and the underground water is finally born by the double-anchor pile through the row piles, the waist beams, the temporary inclined supporting lattice column and the bearing platform, and the double-anchor pile has the characteristics of reasonable stress and strong stability. Materials are convenient to obtain in the construction process, the construction is simple, the labor cost is saved, the construction can be carried out quickly, and the construction of an underground structure is not influenced. The construction method of arranging the upright post piles and the reinforced concrete diagonal braces or corner braces in the foundation pit in the prior art can be replaced. Is suitable for being popularized.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
The labels in the figures are: the method comprises the following steps of 1-soil outside a pit, 2-row piles, 3-crown beams, 4-waist beams, 5-temporary inclined supporting lattice columns, 6-bearing platforms, 7-double anchor piles, 8-corner reserved soil, 9-foundation pit bottom plates, 10-bottom plate support replacing plate strips, 11-negative two-layer floor slabs, 12-negative two-layer support replacing plate strips, 13-foundation pits, 14-connecting steel plates and 15-cement soil stirring layers.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and examples.
The utility model relates to an inclined support type deep foundation pit supporting structure; as shown in fig. 1, includes a foundation pit 13; arranging piles 2 which are arranged at intervals along the edge of the foundation pit 13 and used for resisting soil bodies 1 outside the foundation pit are arranged at the edge of the foundation pit 13; the tops of all the row piles 2 are connected into a whole through the crown beam 3, and the middle upper parts of all the row piles 2 are connected into a whole through the waist beam 4; a connecting steel plate 14 for connecting the temporary inclined support lattice column 5 is embedded in one side of the waist beam 4 close to the foundation pit 13; double anchor piles 7 which are arranged at intervals are arranged at the bottom of the foundation pit 13 and close to the row piles 2, the tops of the double anchor piles 7 are connected into a whole through bearing platforms 6, and connecting steel plates 14 for connecting the temporary inclined supporting lattice columns 5 are embedded in one sides of the bearing platforms 6 close to the row piles 2; and two ends of the temporary inclined supporting lattice column 5 are respectively welded with the waist rail 4 and the connecting steel plate 14 on the bearing platform 6. The side of the waist rail 4 close to the foundation pit 13 is a downward inclined plane, the side of the bearing platform 6 close to the row piles 2 is an upward inclined plane, the downward inclined plane is parallel to the upward inclined plane, and the connecting steel plates 14 are embedded on the two inclined planes. The row piles 2 and the double anchor piles 7 are reinforced concrete cast-in-situ bored piles; and cement soil stirring layers 15 are arranged on the outer sides of the row piles 2 and around the double-anchor piles 7. The temporary inclined support lattice column 5 is a columnar member formed by welding angle steel and steel plates; the included angle between the temporary oblique supporting lattice column 5 and the ground plane is not more than 45 degrees. The bearing platform 6 is a reinforced concrete cast-in-place structure, and the height of the top of the bearing platform 6 is more than 200mm lower than the bottom surface of the foundation pit 13.
A construction method for the inclined supporting deep foundation pit supporting structure of the present invention, as shown in fig. 1, is performed according to the following steps:
a) drilling a row of pouring holes at the edge of the designed foundation pit, and constructing a row of piles 2 in a reinforced concrete cast-in-place pile mode;
b) drilling pouring holes on the inner side of the edge of the designed foundation pit corresponding to each row of piles 2 to construct a double-anchor pile 7 in a reinforced concrete cast-in-place pile mode; the pouring elevation of the concrete of the double anchor piles 7 is controlled below the bottom surface of the foundation pit 13;
c) slotting the ground at the tops of the row piles 2, constructing the crown beam 3, and connecting the tops of all the row piles 2 into a whole;
d) excavating foundation pits 13 in layers to reach the elevation of the waist rail 4, and constructing the waist rail 4; embedding the connecting steel plate 14 when pouring the waist beam concrete;
e) excavating a foundation pit 13 to the bottom of the pit in a layered mode, and reserving a corner reserved soil body 8 with a right trapezoid cross section at the edge of the foundation pit 13 and the corner of the bottom of the pit in the excavation process;
f) digging the position of the double anchor piles 7 to the elevation of the surface of the bearing platform 6, constructing the bearing platform 6, and embedding the connecting steel plates 14 when pouring concrete on the bearing platform 6;
g) excavating a chute on the corner reserved soil body 8, and welding two ends of the temporary inclined supporting lattice column 5 with the waist beam 4 and the connecting steel plate 14 on the bearing platform 6;
h) excavating a corner reserved soil body 8, and constructing a bottom plate 9 and a bottom plate support plate replacement belt 10 of a foundation pit 13;
i) constructing a negative second-layer wall column, a negative second-layer floor 11 and a negative second-layer support plate replacing belt 12;
j) after the supporting plate belt 12 of the second layer reaches the design strength, the temporary inclined supporting lattice column 5 is removed;
k) and backfilling soil between the outer wall of the structure and the row piles 2.
In the construction method of the inclined support type deep foundation pit supporting structure, when the foundation pit 13 is excavated in layers to reach the elevation of the waist beam 4 and the soil body 8 is reserved at the excavation corner, the construction of the cement-soil stirring layer 15 is carried out on the outer side of the row piles 2. When the position of the double anchor piles 7 is dug to the elevation of the surface of the bearing platform 6, the construction of the cement soil stirring layer 15 is firstly carried out around the double anchor piles 7, and then the construction of the bearing platform 6 is carried out. The soil cement mixing layer 15 is a waterproof curtain formed by mixing concrete and cement formed by three-axis mixing or five-axis mixing.
The utility model discloses the side pressure that the outer soil body of well hole produced transmits the campshed, transmits the waist rail through the campshed, transmits the oblique lattice column through the waist rail, transmits the cushion cap again, undertakes by anchor pile and lower part soil body at last, need not to set up upright post pile and reinforced concrete in the foundation ditch to propping or the corner brace. The utility model discloses convenient for material collection, construction are simple, both practice thrift the cost of labor, can be under construction fast again, do not influence underground structure construction, need not the foundation ditch limit and reserve soil, are fit for generally promoting.
Claims (5)
1. An inclined support type deep foundation pit supporting structure comprises a foundation pit (13); the method is characterized in that: arranging piles (2) which are arranged at intervals along the edge of the foundation pit (13) and used for resisting a soil body (1) outside the foundation pit; the tops of all the row piles (2) are connected into a whole through the crown beam (3), and the middle upper parts of all the row piles (2) are connected into a whole through the waist beam (4); a connecting steel plate (14) for connecting the temporary inclined support lattice column (5) is embedded in one side of the waist beam (4) close to the foundation pit (13); double anchor piles (7) which are arranged at intervals are arranged at the bottom of the foundation pit (13) and close to the row piles (2), the tops of the double anchor piles (7) are connected into a whole through bearing platforms (6), and connecting steel plates (14) used for connecting temporary inclined supporting lattice columns (5) are embedded in one sides of the bearing platforms (6) close to the row piles (2); two ends of the temporary inclined supporting lattice column (5) are respectively welded with the waist beam (4) and the connecting steel plate (14) on the bearing platform (6).
2. The inclined support type deep foundation pit supporting structure according to claim 1, wherein: waist rail (4) lean on foundation ditch (13) one side to be down inclined plane, cushion cap (6) lean on campshed (2) one side to be the inclined plane that makes progress, and the inclined plane that makes progress is parallel with the inclined plane that makes progress, on two pre-buried inclined planes of connecting steel sheet (14).
3. The inclined support type deep foundation pit supporting structure according to claim 1, wherein: the row piles (2) and the double anchor piles (7) are reinforced concrete cast-in-situ bored piles; and cement soil stirring layers (15) are arranged on the outer sides of the row piles (2) and the peripheries of the double-anchor piles (7).
4. The inclined support type deep foundation pit supporting structure according to claim 1, wherein: the temporary inclined support lattice column (5) is a columnar member formed by welding angle steel and steel plates; the included angle between the temporary oblique supporting lattice column (5) and the ground plane is not more than 45 degrees.
5. The inclined support type deep foundation pit supporting structure according to claim 1, wherein: the bearing platform (6) is of a reinforced concrete cast-in-place structure, and the height of the top of the bearing platform (6) is more than 200mm lower than the bottom surface of the foundation pit (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922482653.9U CN212052780U (en) | 2019-12-30 | 2019-12-30 | Oblique supporting type deep foundation pit supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922482653.9U CN212052780U (en) | 2019-12-30 | 2019-12-30 | Oblique supporting type deep foundation pit supporting structure |
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|---|---|
| CN212052780U true CN212052780U (en) | 2020-12-01 |
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| CN201922482653.9U Expired - Fee Related CN212052780U (en) | 2019-12-30 | 2019-12-30 | Oblique supporting type deep foundation pit supporting structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113216204A (en) * | 2021-04-30 | 2021-08-06 | 中建四局第六建设有限公司 | Device for reinforcing horizontal support replacing structure and construction method thereof |
-
2019
- 2019-12-30 CN CN201922482653.9U patent/CN212052780U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113216204A (en) * | 2021-04-30 | 2021-08-06 | 中建四局第六建设有限公司 | Device for reinforcing horizontal support replacing structure and construction method thereof |
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201201 Termination date: 20211230 |