CN209741891U - Multi-storey building foundation based on anchor rod static pressure pile technology - Google Patents
Multi-storey building foundation based on anchor rod static pressure pile technology Download PDFInfo
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- CN209741891U CN209741891U CN201920334999.1U CN201920334999U CN209741891U CN 209741891 U CN209741891 U CN 209741891U CN 201920334999 U CN201920334999 U CN 201920334999U CN 209741891 U CN209741891 U CN 209741891U
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Abstract
The utility model discloses a multi-storey building basis based on stock static pressure stake technique, which comprises a ground, the top on ground is provided with the concrete cushion cap, the inside on ground is provided with the wooden box, the inner chamber of wooden box is provided with concrete material, concrete material's inside is provided with the stock static pressure stake, the inside of concrete cushion cap is provided with presses the stake hole, the top of stock static pressure stake extends to the inner chamber in pressing the stake hole, the inner chamber in pressing the stake hole is provided with the cushion cap spliced pole, cushion cap spliced pole and stock static pressure stake fixed connection. The utility model provides a traditional multilayer building is more loaded down with trivial details for the foundation anchor rod static pressure stake technical operation, consume a large amount of operating time, be not suitable for the problem of the tighter engineering of some time limit for a project, this multilayer building foundation based on anchor rod static pressure stake technique has convenient operation's advantage, has reduced user operating time, has improved engineering construction's efficiency, and application scope is extensive.
Description
Technical Field
The utility model relates to a building technical field specifically is a multi-storey building basis based on stock static pressure stake technique.
background
The anchor static pressure pile is a pile pressing implemented by utilizing the counter force provided by the anchor rod anchored in the original foundation, the pile pressing is generally a small-section pile and is mainly used for reinforcing the foundation.
The anchor rod static pressure pile technology is one of technologies for multi-storey building foundations, however, the traditional anchor rod static pressure pile technology for multi-storey building foundations is complex in operation, consumes a large amount of operation time, and is not suitable for projects with tight construction periods.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a multi-storey building basis based on stock static pressure stake technique has convenient operation's advantage, has solved the problem that above-mentioned background art mentioned.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a multi-storey building basis based on stock static pressure stake technique, includes ground, the top on ground is provided with the concrete cushion cap, the inside on ground is provided with the wooden box, the inner chamber of wooden box is provided with concrete material, the inside of concrete material is provided with the stock static pressure stake, the inside of concrete cushion cap is provided with the pile pressing hole, the top of stock static pressure stake extends to the inner chamber in pile pressing hole, the inner chamber in pile pressing hole is provided with the cushion cap spliced pole, cushion cap spliced pole and stock static pressure stake fixed connection, the top of cushion cap spliced pole extends to the top of concrete cushion cap and fixedly connected with concrete seal pile head, the bottom and the concrete cushion cap contact of concrete seal pile head, the inside of concrete cushion cap is provided with the steel bar framework.
Preferably, the anchor rod static pressure pile comprises a pile rod part, the bottom of the pile rod part is provided with a pointed cone part, the shape of the pointed cone part is pointed cone, the surface of the pointed cone part is fixedly connected with four pressure bearing blocks, and the number of the pressure bearing blocks is four.
Preferably, the top of the concrete bearing platform is provided with anchor rod reinforcing steel bars in a penetrating mode, and the anchor rod reinforcing steel bars are located around the concrete pile sealing head.
Preferably, the shape of the wooden box is frustum shape.
Preferably, the bearing platform connecting column is fixedly connected with the anchor rod static pressure pile through steel bar pouring.
Compared with the prior art, the beneficial effects of the utility model are as follows:
1. The utility model discloses a setting of wooden box, can make concrete material fix the stock static pressure pile, setting through the stock reinforcing bar, the user will press the pile frame to pass through the stock reinforcing bar and install the top at the concrete cushion cap, setting through the cushion cap spliced pole, make the stock static pressure pile and concrete cushion cap connect into wholly through pouring, can reach convenient operation's purpose, it is more loaded down with trivial details to have solved traditional for the multilayer building basis stock static pressure pile technical operation, consume a large amount of operating time, be not suitable for the problem of the tighter engineering of some time limit for a project, this multilayer building basis based on stock static pressure pile technique, the advantage that has convenient operation, user operating time has been reduced, engineering construction's efficiency has been improved, application scope is extensive.
2. The utility model discloses a resistance when anchor rod static pressure pile pushes down can be increased in the setting of bearing block for anchor rod static pressure pile's title pressure reaches the best when anchor rod static pressure pile presses to suitable position, has improved the stability that anchor rod static pressure pile and concrete material are connected.
3. The utility model discloses a setting of stock reinforcing bar, every concrete pile head all is provided with four stock reinforcing bars all around, and four stock reinforcing bars and pile pressing frame's installation department adaptation, can the person of facilitating the use installation pile pressing frame be used for the pile pressing.
4. The utility model discloses a wood box is the setting of toper platform, and concrete material's side is the inclined plane, and bearing area from top to bottom crescent can strengthen the stock static pressure stake, plays better pressure-bearing effect.
5. The utility model discloses a fixed connection is pour through the reinforcing bar to cushion cap spliced pole and stock static pressure stake, and concrete seal pile head reaches to close after reaching the intensity that reaches the design, can make concrete cushion cap and stock static pressure stake become a whole, has increased holistic title pressure and intensity.
drawings
FIG. 1 is a schematic structural view of the present invention;
Fig. 2 is a front view of the anchor rod static pressure pile structure of the utility model;
FIG. 3 is a top view of the structure of the present invention;
Fig. 4 is a perspective view of the wooden box structure of the present invention.
In the figure: 1. a ground surface; 2. a concrete cap; 3. a wooden box; 4. a concrete material; 5. anchor rod static pressure piles; 501. a pile rod part; 502. a tapered section; 503. a pressure-bearing block; 6. pile pressing holes; 7. a bearing platform connecting column; 8. concrete pile sealing heads; 9. anchor rod reinforcing steel bar.
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. 1-4, the present invention provides a technical solution: the utility model provides a multi-storey building basis based on stock static pressure stake technique, including ground 1, the top on ground 1 is provided with concrete cushion cap 2, the inside on ground 1 is provided with wooden box 3, the inner chamber of wooden box 3 is provided with concrete material 4, the inside of concrete material 4 is provided with stock static pressure stake 5, the inside of concrete cushion cap 2 is provided with pile pressing hole 6, the top of stock static pressure stake 5 extends to the inner chamber in pile pressing hole 6, the inner chamber in pile pressing hole 6 is provided with cushion cap spliced pole 7, cushion cap spliced pole 7 and stock static pressure stake 5 fixed connection, the top of cushion cap spliced pole 7 extends to the top of concrete cushion cap 2 and fixedly connected with concrete seal pile head 8, the bottom of concrete seal pile head 8 contacts with concrete cushion cap 2, the inside of reinforced concrete cushion cap 2 is provided with the frame.
The utility model discloses in: the anchor rod static pressure pile 5 comprises a pile rod part 501, a pointed cone part 502 is arranged at the bottom of the pile rod part 501, the shape of the pointed cone part 502 is pointed cone, bearing blocks 503 are fixedly connected to the surface of the pointed cone part 502, the number of the bearing blocks 503 is four, and the resistance of the anchor rod static pressure pile 5 in downward pressing can be increased through the arrangement of the bearing blocks 503, so that the weighing pressure of the anchor rod static pressure pile 5 is optimal when the anchor rod static pressure pile 5 is pressed to a proper position, and the connection stability of the anchor rod static pressure pile 5 and a concrete material 4 is improved.
The utility model discloses in: the top of concrete cushion cap 2 runs through and is provided with stock reinforcing bar 9, and stock reinforcing bar 9 is located around concrete pile head 8, through the setting of stock reinforcing bar 9, all is provided with four stock reinforcing bars 9 around every concrete pile head 8, and the installation department adaptation of four stock reinforcing bars 9 and pile pressing frame, can the person of facilitating the use installation pile pressing frame be used for the pile pressing.
The utility model discloses in: the shape of wooden box 3 is frustum shape, crosses wooden box 3 and is the setting of toper platform, and the side of concrete material 4 is the inclined plane, and bearing area from top to bottom crescent, can strengthen stock static pressure pile 5, plays better pressure-bearing effect.
The utility model discloses in: the bearing platform connecting column 7 is fixedly connected with the anchor rod static pressure pile 5 through steel bar pouring, and after the concrete pile sealing head 8 achieves the designed strength, the concrete bearing platform 2 and the anchor rod static pressure pile 5 can be integrated, so that the overall nominal pressure and strength are increased.
The working principle is as follows: when the utility model is used, a wood box 3 is pre-embedded in the ground 1, then the anchor static pressure pile 5 is placed in the inner cavity of the wood box 3, then the concrete material 4 is poured into the wood box 3, so that the concrete material 4 fixes the anchor static pressure pile 5, then the steel bar frame in the concrete bearing platform 2 is placed on the top of the ground 1, then the concrete is poured, a pile pressing hole 6 and an anchor bar steel bar 9 are reserved, so that the anchor bar steel bar 9 is positioned on the top of the concrete bearing platform 2, after the pouring reaches proper strength, a user installs the pile pressing frame on the top of the concrete bearing platform 2 through the anchor bar steel bar 9, the anchor pile 5 is pressed downwards through a jack on the pile pressing frame, when the static pressure is pressed to the designed oil pressure value, the jack is unloaded, the pile pressing frame is removed, the bearing platform connecting column 7 is inserted into the inner cavity of the pile pressing hole 6, the anchor pile 5 is connected with the concrete bearing platform 2 into a whole through pouring, the aim of convenient operation can be achieved, the resistance when the anchor static pressure pile 5 is pressed downwards can be increased through the arrangement of the bearing block 503, so that the nominal pressure of the anchor static pressure pile 5 when the anchor static pressure pile 5 is pressed to a proper position is optimal, the stability of the connection between the anchor static pressure pile 5 and the concrete material 4 is improved, through the arrangement of the anchor steel bars 9, four anchor steel bars 9 are arranged around each concrete pile sealing head 8, and the four anchor steel bars 9 are matched with the installation part of the pile pressing frame, so that a user can conveniently install the pile pressing frame for pile pressing, through the arrangement of the wood box 3 as a conical table, the side surface of the concrete material 4 is an inclined plane, the bearing area is gradually increased from top to bottom, the anchor static pressure pile 5 can be reinforced, a better bearing effect is achieved, through the bearing table connecting column 7 and the anchor static pressure pile 5 are fixedly connected through steel bar pouring, after the concrete pile sealing head 8 achieves the designed strength, the concrete bearing platform 2 and the anchor rod static pressure pile 5 can be integrated, and the integral weighing pressure and strength are increased.
in summary, the following steps: this multi-storey building basis based on stock static pressure stake technique, through the setting of wooden box 3, can make concrete material 4 fix stock static pressure stake 5, through the setting of stock reinforcing bar 9, the user will press the stake frame to install at the top of concrete cushion cap 2 through stock reinforcing bar 9, through the setting of cushion cap spliced pole 7, make stock static pressure stake 5 and concrete cushion cap 2 link into an entirety through pouring, can reach convenient operation's purpose, it is more loaded down with trivial details to have solved traditional stock static pressure stake technical operation for multi-storey building basis, consume a large amount of operating time, be not suitable for the problem of some time limit tighter engineering, this multi-storey building basis based on stock static pressure stake technique has convenient operation's advantage, user's operating time has been reduced, engineering construction's efficiency has been improved, application scope is extensive.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
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 (5)
1. A multi-storey building foundation based on anchor rod static pressure pile technology, includes ground (1), its characterized in that: a concrete bearing platform (2) is arranged at the top of the ground (1), a wooden box (3) is arranged inside the ground (1), the inner cavity of the wooden box (3) is provided with a concrete material (4), an anchor rod static pressure pile (5) is arranged inside the concrete material (4), a pile pressing hole (6) is arranged in the concrete bearing platform (2), the top of the anchor rod static pressure pile (5) extends to the inner cavity of the pile pressing hole (6), the inner cavity of the pile pressing hole (6) is provided with a bearing platform connecting column (7), the bearing platform connecting column (7) is fixedly connected with the anchor rod static pressure pile (5), the top of the bearing platform connecting column (7) extends to the top of the concrete bearing platform (2) and is fixedly connected with a concrete pile sealing head (8), the bottom of the concrete pile sealing head (8) is in contact with the concrete bearing platform (2), and a steel bar framework is arranged inside the concrete bearing platform (2).
2. A multi-storey building foundation based on anchor rod static pile technology according to claim 1 wherein: the anchor rod static pressure pile (5) comprises a pile rod part (501), a pointed cone part (502) is arranged at the bottom of the pile rod part (501), the pointed cone part (502) is in a pointed cone shape, the surface of the pointed cone part (502) is fixedly connected with four pressure bearing blocks (503), and the number of the pressure bearing blocks (503) is four.
3. A multi-storey building foundation based on anchor rod static pile technology according to claim 1 wherein: the top of concrete cushion cap (2) runs through and is provided with stock reinforcing bar (9), stock reinforcing bar (9) are located around concrete pile head (8).
4. A multi-storey building foundation based on anchor rod static pile technology according to claim 1 wherein: the wooden box (3) is in a frustum shape.
5. A multi-storey building foundation based on anchor rod static pile technology according to claim 1 wherein: and the bearing platform connecting column (7) is fixedly connected with the anchor rod static pressure pile (5) through steel bar pouring.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920334999.1U CN209741891U (en) | 2019-03-18 | 2019-03-18 | Multi-storey building foundation based on anchor rod static pressure pile technology |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920334999.1U CN209741891U (en) | 2019-03-18 | 2019-03-18 | Multi-storey building foundation based on anchor rod static pressure pile technology |
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| CN209741891U true CN209741891U (en) | 2019-12-06 |
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| CN201920334999.1U Active CN209741891U (en) | 2019-03-18 | 2019-03-18 | Multi-storey building foundation based on anchor rod static pressure pile technology |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111139815A (en) * | 2020-01-20 | 2020-05-12 | 广东华科大建筑技术开发有限公司 | Foundation reinforcement pressure-bearing and anti-pulling composite anchoring structure and anchoring method thereof |
-
2019
- 2019-03-18 CN CN201920334999.1U patent/CN209741891U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111139815A (en) * | 2020-01-20 | 2020-05-12 | 广东华科大建筑技术开发有限公司 | Foundation reinforcement pressure-bearing and anti-pulling composite anchoring structure and anchoring method thereof |
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