CN219862932U - Soil retaining structure based on circular slide-resistant piles - Google Patents
Soil retaining structure based on circular slide-resistant piles Download PDFInfo
- Publication number
- CN219862932U CN219862932U CN202320978723.3U CN202320978723U CN219862932U CN 219862932 U CN219862932 U CN 219862932U CN 202320978723 U CN202320978723 U CN 202320978723U CN 219862932 U CN219862932 U CN 219862932U
- Authority
- CN
- China
- Prior art keywords
- slide
- circular
- soil
- piles
- soil retaining
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 239000002689 soil Substances 0.000 claims abstract description 47
- 230000002787 reinforcement Effects 0.000 claims description 24
- 229910000831 Steel Inorganic materials 0.000 claims description 12
- 239000010959 steel Substances 0.000 claims description 12
- 238000005452 bending Methods 0.000 claims description 6
- 230000006978 adaptation Effects 0.000 claims description 3
- 230000006835 compression Effects 0.000 claims description 3
- 238000007906 compression Methods 0.000 claims description 3
- 230000000903 blocking effect Effects 0.000 abstract description 6
- 238000000034 method Methods 0.000 description 14
- 238000010276 construction Methods 0.000 description 6
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- 210000003205 muscle Anatomy 0.000 description 3
- 238000004873 anchoring Methods 0.000 description 2
- 239000010426 asphalt Substances 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000010561 standard procedure Methods 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to a soil retaining structure based on round slide piles. The utility model is suitable for the fields of highway subgrade engineering, landslide control, related geotechnical engineering and the like. The utility model aims to solve the technical problems that: a soil blocking structure based on circular slide resistant piles is provided. The technical scheme adopted by the utility model is as follows: soil retaining structure based on circular slide-resistant stake, its characterized in that: the device is provided with a plurality of circular anti-slide piles which are arranged in a row, and a plurality of soil retaining plates for retaining soil are arranged between two adjacent circular anti-slide piles; the circular anti-slide pile is characterized in that key grooves which are matched with the soil retaining plate and are arranged in parallel with the axis of the circular anti-slide pile are formed in the outer side face of the circular anti-slide pile, and the left end and the right end of the soil retaining plate are respectively inserted into the key grooves on the corresponding circular anti-slide piles on the left side and the right side of the soil retaining plate.
Description
Technical Field
The utility model relates to a soil retaining structure based on round slide piles. The method is suitable for the fields of highway subgrade engineering, landslide control, related geotechnical engineering and the like.
Background
The anti-slide pile is widely applied to slope support and landslide control engineering by the huge bending resistance and shearing resistance. With the development of economic technology and the improvement of engineering construction safety standards, the manual hole digging rectangular pile is gradually replaced by the mechanical rotary digging circular anti-slide pile. When the anti-slide pile has a cantilever with a certain height, a soil retaining plate is needed to support soil between piles.
The manual hole digging rectangular pile can be used for installing the soil retaining plate behind the pile (digging side slope) in a manual grooving mode after pile forming, or installing the soil retaining plate layer by layer along with the construction of a filling body. However, the circular slide resistant piles are difficult to provide a plane required for the erection of the conventional soil guard plates due to the limitation of the sectional shape, and thus the soil guard plates cannot be effectively installed by the conventional method.
Currently, more installation and construction methods are used for retaining structures incorporating circular slide piles, including:
and (3) a bar planting method: drilling holes on the formed anti-slide pile body, implanting reinforcing steel bars, welding and fixedly connecting with the reinforcing steel bars of the soil retaining plates (placing the soil retaining plates between piles), or anchoring and connecting with the soil retaining plates (placing the soil retaining plates in front of piles). The method is easy to damage the main tendons of the slide-resistant pile, and the connecting points are stressed weak points and are damaged in the subsequent loading process;
the method for embedding the reinforcing steel bars comprises the following steps: after the anti-slide pile reinforcement cage is installed, embedding reinforcing steel bars at required points, pouring concrete, and welding or anchoring the retaining plate after pile forming. Although the method avoids damaging the longitudinal ribs, the round pile always adopts a steel pile casing to protect and stabilize the soil body of the hole opening in the hole forming process, so that the operation of embedding the reinforcing steel bars is limited;
the direct splicing method comprises the following steps: similar to a giant slide resistant pile, the retaining plate is positioned directly behind the pile. The method often causes the overlap area between the retaining plate and the slide-resistant piles to be too small, so that the retaining plate is displaced and even the retaining capacity is affected.
Disclosure of Invention
The utility model aims to solve the technical problems that: in view of the above-mentioned problems, a soil blocking structure based on circular slide piles is provided.
The technical scheme adopted by the utility model is as follows: soil retaining structure based on circular slide-resistant stake, its characterized in that: the device is provided with a plurality of circular anti-slide piles which are arranged in a row, and a plurality of soil retaining plates for retaining soil are arranged between two adjacent circular anti-slide piles;
the circular anti-slide pile is characterized in that key grooves which are matched with the soil retaining plate and are arranged in parallel with the axis of the circular anti-slide pile are formed in the outer side face of the circular anti-slide pile, and the left end and the right end of the soil retaining plate are respectively inserted into the key grooves on the corresponding circular anti-slide piles on the left side and the right side of the soil retaining plate.
The steel reinforcement cage of circular slide-resistant stake has a plurality of circular stirrups, is connected through a plurality of tension side longitudinal bars and a plurality of compression side longitudinal bars between the circular stirrups, wherein correspond on the circular stirrups the keyway system has with the U font bending of keyway shape and size adaptation, corresponds U font bending and is equipped with the keyway structure longitudinal bars.
The construction method of the soil retaining structure is characterized by comprising the following steps of:
calculating the reinforcement of the circular anti-slide pile structure, and determining the section of the reinforcement;
determining reinforcement and thickness d of the retaining plate according to the loading condition of the retaining plate;
when the steel reinforcement cage of the round slide-resistant pile is manufactured, U-shaped bends are arranged on two sides of the round stirrup, a plurality of U-shaped bends on the same side of the steel reinforcement cage are matched with each other to form a structural groove on the side face of the steel reinforcement cage, the width D of the structural groove is slightly larger than D, and the depth H is the length of the cantilever;
manufacturing a rectangular hollow template according to the width D and the depth H of the structural groove, and plugging two ends of the hollow template;
after the hole is formed by rotary digging, hanging in a reinforcement cage, coating anti-sticking materials on the outer sides of the rectangular hollow templates, and then arranging the rectangular hollow templates in structural grooves on two sides of the reinforcement cage;
pouring concrete to form piles;
after the pile body strength reaches a certain degree, the rectangular hollow template is extracted, and a key slot is formed on the side surface of the circular anti-slide pile;
after the strength of the pile body meets the requirement, excavating soil bodies before and between piles, and cleaning key grooves;
the soil retaining plate is inserted from the upper part and is installed layer by layer from bottom to top;
and filling waterproof materials such as asphalt into the key groove for sealing.
The rectangular hollow template adopts a spliced wooden template or a thin-wall steel die.
The beneficial effects of the utility model are as follows: according to the utility model, the key slot is arranged on the outer side surface of the round anti-slide pile, and the soil retaining plate is inserted into the key slot, so that the defects of a reinforcement planting method, an embedded reinforcement method and other methods are overcome, and secondary damage to the pile body and the main reinforcement is avoided; the retaining plate is clamped in the key groove, so that the retaining plate has good stress effect and high retaining strength; and the rectangular key groove is prefabricated in the construction process, and the soil retaining plate is inserted into the rectangular key groove.
Drawings
FIG. 1 is a schematic cross-sectional view of a circular slide stud according to an embodiment.
Fig. 2 and 3 are schematic structural views of an embodiment.
1. A tension side longitudinal bar; 2. longitudinal ribs at the pressed side; 3. bending the U shape; 4. the key groove is provided with a longitudinal rib; 5. round anti-slide piles; 6. and a soil blocking plate.
Detailed Description
The embodiment is a soil blocking structure based on circular anti-slide piles, which is provided with a plurality of circular anti-slide piles arranged in a row, and a plurality of soil blocking plates for soil blocking are arranged between two adjacent circular anti-slide piles from bottom to top.
In this example, the keyway parallel to the axis of the circular slide-resistant pile is formed on the outer side surface of the circular slide-resistant pile, the shape and the size of the keyway are matched with those of the soil-retaining plate, and the left and right ends of the soil-retaining plate are respectively inserted into the keyways on the corresponding circular slide-resistant piles on the left and right sides of the soil-retaining plate.
The steel reinforcement cage of circular slide-resistant stake in this embodiment has a plurality of circular stirrups, indulges the muscle through a plurality of tension side and a plurality of compression side and indulges the muscle to be connected between the circular stirrups, wherein corresponds the keyway system on the circular stirrups and has the U font of buckling with keyway shape and size adaptation, corresponds U font buckling and is equipped with the keyway structure and indulges the muscle.
The construction method of the soil retaining structure in the embodiment specifically comprises the following steps:
calculating the reinforcement of the circular anti-slide pile structure, and determining the section of the reinforcement; the reinforcement calculation method is calculated and determined according to the standard existing method;
calculating and determining the loading condition of the retaining plate according to the conventional standard method, and determining the reinforcement and the thickness d of the retaining plate;
when the steel reinforcement cage of the round slide-resistant pile is manufactured, U-shaped bends are arranged on two sides of the round stirrup, a plurality of U-shaped bends on the same side of the steel reinforcement cage are matched with each other to form a structural groove on the side face of the steel reinforcement cage, the width D of the structural groove is slightly larger than D, and the depth H is the length of the cantilever;
manufacturing a rectangular hollow template according to the width D and the depth H of the structural groove, plugging two ends of the hollow template, wherein the rectangular hollow template adopts a spliced wooden template or a thin-wall steel die;
after the hole is formed by rotary digging, hanging in a reinforcement cage, coating anti-sticking materials on the outer sides of the rectangular hollow templates, and then arranging the rectangular hollow templates in structural grooves on two sides of the reinforcement cage;
pouring concrete to form piles;
after the pile body strength reaches a certain degree, the rectangular hollow template is extracted, and a key slot is formed on the side surface of the circular anti-slide pile; in the embodiment, the rectangular hollow template is easily extracted in actual operation;
after the strength of the pile body meets the requirement, excavating soil bodies before and between piles, and cleaning key grooves;
the soil retaining plate is inserted from the upper part and is installed layer by layer from bottom to top;
and filling waterproof materials such as asphalt into the key groove for sealing.
Claims (2)
1. Soil retaining structure based on circular slide-resistant stake, its characterized in that: the device is provided with a plurality of circular anti-slide piles which are arranged in a row, and a plurality of soil retaining plates for retaining soil are arranged between two adjacent circular anti-slide piles;
the circular anti-slide pile is characterized in that key grooves which are matched with the soil retaining plate and are arranged in parallel with the axis of the circular anti-slide pile are formed in the outer side face of the circular anti-slide pile, and the left end and the right end of the soil retaining plate are respectively inserted into the key grooves on the corresponding circular anti-slide piles on the left side and the right side of the soil retaining plate.
2. A soil guard structure based on circular slide piles according to claim 1, wherein: the steel reinforcement cage of circular slide-resistant stake has a plurality of circular stirrups, is connected through a plurality of tension side longitudinal bars and a plurality of compression side longitudinal bars between the circular stirrups, wherein correspond on the circular stirrups the keyway system has with the U font bending of keyway shape and size adaptation, corresponds U font bending and is equipped with the keyway structure longitudinal bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320978723.3U CN219862932U (en) | 2023-04-26 | 2023-04-26 | Soil retaining structure based on circular slide-resistant piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320978723.3U CN219862932U (en) | 2023-04-26 | 2023-04-26 | Soil retaining structure based on circular slide-resistant piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219862932U true CN219862932U (en) | 2023-10-20 |
Family
ID=88330567
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320978723.3U Active CN219862932U (en) | 2023-04-26 | 2023-04-26 | Soil retaining structure based on circular slide-resistant piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219862932U (en) |
-
2023
- 2023-04-26 CN CN202320978723.3U patent/CN219862932U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR102312008B1 (en) | Two Rows type Self reliance retaining wall construction method Using the Prestressed pile | |
| KR101973565B1 (en) | Sheathing method for constructing both sheathing wall and cutoff collar by welding cutoff plate to phc pile with longitudinal plate | |
| KR102082333B1 (en) | Prestressed pile and Self reliance retaining wall construction method using the same | |
| CN100567659C (en) | The base configuration of iron tower | |
| CN109024721B (en) | Reinforced foundation and method for improving bending and shearing resistance of existing building rigid foundation | |
| CN111676982A (en) | A kind of cement-soil retaining wall-prefabricated pile cantilever combined support | |
| CN111058463B (en) | Construction method of rock steep slope high cantilever slope-collecting reinforcing structure | |
| US20130022411A1 (en) | Facing element for use in a stabilized soil structure | |
| KR20090119037A (en) | Composite pile for wall and centrifugal wall using it | |
| CN219862932U (en) | Soil retaining structure based on circular slide-resistant piles | |
| CN116677007A (en) | Soil retaining structure based on round slide-resistant piles and construction method thereof | |
| CN110359450B (en) | Assembled round pile structure and construction method | |
| CN217651845U (en) | Reinforced earth retaining wall structure is moulded to assembled panel steel | |
| CN216664087U (en) | Chain prefabricated underground continuous wall | |
| KR102614942B1 (en) | Construction structure for precast exterior panel of soil retaining wall and constructing method thereof | |
| CN216973423U (en) | Anti-deformation foundation pit supporting pile | |
| CN216713017U (en) | Prefabricated stock waist rail | |
| CN211815254U (en) | Soil cutting pre-reinforcing structure | |
| CN213978405U (en) | U-shaped groove structure of cast-in-situ bottom plate of underpass road | |
| CN210459194U (en) | Assembly type circular pile structure | |
| KR100592346B1 (en) | Construction method of sloped reinforced soil retaining wall | |
| CN119411630B (en) | Precast vertical supporting retaining wall based on recycled concrete and construction method thereof | |
| CN113216211B (en) | Combined support pile and construction method thereof | |
| CN210177516U (en) | No waist rail pi shape precast pile anchor supporting construction | |
| CN216041230U (en) | Mountain area high speed railway side slope retaining structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |