Stacking and loading device for treating soft soil foundation

Abstract

The utility model belongs to the technical field of geotechnical engineering, and particularly relates to a stacking device for treating a soft soil foundation, which comprises a sand cushion layer paved at the top of the soft soil foundation, and a drainage component arranged on the sand cushion layer. When the soft soil foundation consolidation device is used, the drainage plate can absorb water contained in a soft soil foundation, redundant water flows into the flow dividing bins through the drainage plate, then the water pump is started, the water in the flow dividing bins can be pumped out, and therefore the water in the soft soil foundation is discharged, and the consolidation efficiency of the soft soil foundation is improved; by arranging the stacking assembly, the water adding bin and the water absorption block, the multiple prefabricated concrete blocks can be spliced together for stacking through the connecting insertion grooves and the connecting insertion blocks, then water is injected and drained into the water absorption block through the water adding bin to change the self weight, graded loading is achieved, the loading amount can be more accurately controlled, overload or insufficiency is avoided, meanwhile, the construction steps are reduced, and the construction efficiency is improved. The efficiency is improved.

Description

Technical Field

[0001] This utility model belongs to the field of geotechnical engineering technology, specifically relating to a surcharge device for treating soft soil foundations. Background Technology

[0002] In recent years, a large number of construction projects have been carried out in the relatively economically developed southeastern coastal areas of my country. These areas are characterized by deep soft soil foundations (high water content silty soft soil or dredged fill), with some projects having soft soil layers (layers to be treated) that are more than 20 meters thick. Foundation treatment is necessary before construction. Conventional methods for treating deep soft soil foundations include vacuum preloading, surcharge preloading, or a combination of vacuum and surcharge preloading. However, these methods still have the following drawbacks:

[0003] In practical applications, the treatment of deep soft soil foundations often faces challenges such as long treatment time, poor treatment effect, and poor drainage effect.

[0004] Therefore, we have made improvements to this by proposing a surcharge device for handling soft soil foundations. Utility Model Content

[0005] The purpose of this invention is to provide a surcharge device for treating soft soil foundations, so as to solve the technical problems of long treatment time, poor treatment effect and poor drainage effect often encountered when treating deep soft soil foundations, and to improve the consolidation efficiency of soft soil foundations.

[0006] To solve the above-mentioned technical problems, this utility model provides a surcharge device for treating soft soil foundations, including a sand cushion layer laid on top of the soft soil foundation, a drainage component provided on the sand cushion layer, and a surcharge component provided on the drainage component.

[0007] The drainage assembly includes a water pump, a pumping pipe, a drain pipe, a soil cushion layer, a diversion pipe, a diversion chamber, and drainage boards. The water pump is located on top of the sand cushion layer. The pumping pipe is fixedly connected to the pumping end of the water pump. The drain pipe is fixedly installed on the draining end of the water pump. The soil cushion layer is laid on top of the sand cushion layer and buries the pumping pipe. Multiple diversion pipes are installed on the pumping pipe and extend into the soft soil foundation. The diversion chamber is fixedly installed at the end of the diversion pipe away from the pumping pipe. Multiple drainage boards are installed on the diversion chamber.

[0008] Furthermore, the surcharge assembly includes precast concrete blocks, connecting slots, and connecting plugs. A plurality of the precast concrete blocks are disposed on the top of the soil cushion layer. The connecting slots are opened at one end of the precast concrete blocks, and the connecting plugs are fixed to the other end of the precast concrete blocks and are used in conjunction with the connecting slots.

[0009] Furthermore, the precast concrete block is provided with a water filling chamber inside, and the water filling chamber is provided with a water-absorbing block inside.

[0010] Furthermore, a protective cover is installed at the water inlet of the water tank to prevent leakage of water from inside the water tank.

[0011] Furthermore, the bottom of the precast concrete block is provided with multiple splicing grooves, and the top of the precast concrete block is fixedly connected with multiple splicing blocks, which are used to cooperate with the splicing grooves for insertion.

[0012] Furthermore, one side of the drainage board is provided with multiple rows of water-absorbing protrusions.

[0013] Furthermore, a pore water pressure sensor and a settlement monitoring instrument for real-time monitoring of foundation consolidation parameters are installed on the sand cushion layer.

[0014] The beneficial effects of this utility model are:

[0015] 1. By setting up drainage components, the drainage board can absorb the moisture contained in the soft soil foundation during use. Excess moisture will flow through the drainage board into the diversion chamber. Then, the water pump can be started to extract the moisture from the multiple diversion chambers, thereby draining the moisture from the soft soil foundation and improving the consolidation efficiency of the soft soil foundation.

[0016] 2. By setting up a stacking assembly, a water tank, and water-absorbing blocks, multiple precast concrete blocks can be spliced ​​together for stacking during use through connecting slots and connecting blocks. Then, water is injected into the water-absorbing blocks through the water tank to change their self-weight, achieving staged loading. This allows for more precise control of the loading amount, avoiding overload or underload, while reducing construction steps and improving efficiency.

[0017] To make the above-mentioned objectives, features and advantages of this utility model more apparent and understandable, preferred embodiments are described below in detail with reference to the accompanying drawings. Attached Figure Description

[0018] To more clearly illustrate the specific embodiments of this utility model or the technical solutions in the prior art, the drawings used in the description of the specific embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are some embodiments of this utility model. For those skilled in the art, other drawings can be obtained from these drawings without creative effort.

[0019] Figure 1 A schematic diagram of the structure of the surcharge device for treating soft soil foundations provided by this utility model;

[0020] Figure 2 Right view of the surcharge device for treating soft soil foundation provided by this utility model;

[0021] Figure 3The surcharge device for treating soft soil foundations provided by this utility model Figure 2 A schematic diagram of the three-dimensional cross-sectional structure at point AA;

[0022] Figure 4 A schematic diagram of the drainage board of the surcharge device for treating soft soil foundations provided by this utility model.

[0023] In the picture:

[0024] 1. Sand cushion layer; 2. Drainage assembly; 3. Loading assembly; 201. Water pump; 202. Pumping pipe; 203. Drainage pipe; 204. Soil cushion layer; 205. Diversion pipe; 206. Diversion chamber; 207. Drainage board; 301. Precast concrete block; 302. Connecting slot; 303. Connecting insert; 4. Water filling chamber; 5. Water-absorbing block; 6. Protective cover; 7. Splicing groove; 8. Splicing block; 9. Water-absorbing protrusion; 10. Pressure sensor; 11. Settlement monitoring instrument. Detailed Implementation

[0025] To make the objectives, technical solutions, and advantages of the embodiments of this utility model clearer, the technical solutions of this utility model will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some, not all, of the embodiments of this utility model. Based on the embodiments of this utility model, all other embodiments obtained by those skilled in the art without creative effort are within the protection scope of this utility model.

[0026] Example:

[0027] like Figure 1-4 As shown, a surcharge device for treating soft soil foundation includes a sand cushion layer 1 laid on top of the soft soil foundation, a drainage component 2 disposed on the sand cushion layer 1, and a surcharge component 3 disposed on the drainage component 2.

[0028] like Figure 3As shown, the drainage assembly 2 includes a water pump 201, a pumping pipe 202, a drain pipe 203, a soil cushion layer 204, a diversion pipe 205, a diversion chamber 206, and drainage boards 207. The water pump 201 is located on top of the sand cushion layer 1. The pumping pipe 202 is fixedly connected to the pumping end of the water pump 201. The drain pipe 203 is fixedly installed on the draining end of the water pump 201. The soil cushion layer 204 is laid on top of the sand cushion layer 1 and buries the pumping pipe 202. Multiple diversion pipes 205 are located on the pumping pipe 202 and extend into the soft soil foundation. The diversion chamber 206 is fixedly installed at the end of the diversion pipe 205 away from the pumping pipe 202. Multiple drainage boards 207 are installed on the diversion chamber 206. When in use, the drainage board 207 can absorb the moisture contained in the soft soil foundation. Excess moisture will flow through the drainage board 207 into the diversion chamber 206. Then, the water pump 201 is started to extract the moisture from the multiple diversion chambers 206, thereby draining the moisture from the soft soil foundation and improving the consolidation efficiency of the soft soil foundation.

[0029] like Figure 3 As shown, the surcharge assembly 3 includes precast concrete blocks 301, connecting slots 302, and connecting blocks 303. Multiple precast concrete blocks 301 are disposed on top of the soil cushion layer 204. The connecting slots 302 are located at one end of each precast concrete block 301, and the connecting blocks 303 are fixed to the other end of each precast concrete block 301 and are inserted into the connecting slots 302. In use, multiple precast concrete blocks 301 can be joined together for surcharge via the connecting slots 302 and connecting blocks 303.

[0030] like Figure 3 As shown, the precast concrete block 301 has a water filling chamber 4 inside, and a water-absorbing block 5 inside the water filling chamber 4. During use, water is injected into the water-absorbing block 5 through the water filling chamber 4 to change its weight, thereby achieving staged loading. This allows for more precise control of the loading amount, avoiding overloading or underloading, while also reducing construction steps and improving efficiency.

[0031] like Figure 3 As shown, a protective cover 6 is installed at the water inlet of the water tank 4 to prevent leakage of water from the inside of the water tank 4. During use, the protective cover 6 prevents leakage of water from the inside of the water tank 4.

[0032] like Figure 3 As shown, the bottom of the precast concrete block 301 has multiple splicing slots 7, and the top of the precast concrete block 301 is fixedly connected to multiple splicing blocks 8, which are used to interlock with the splicing slots 7. In use, the splicing slots 7 and splicing blocks 8 can facilitate the stacking of multiple precast concrete blocks 301.

[0033] like Figure 3As shown, the drainage board 207 has multiple rows of absorbent ridges 9 on one side. During use, the absorbent ridges 9 can increase the interlocking effect between the drainage board 207 and the soil, improve drainage efficiency, accelerate the consolidation of soft soil, shorten the construction period, and improve the structural stability of the drainage board 207.

[0034] like Figure 3 As shown, a pore water pressure sensor 10 and a settlement monitoring instrument 11 for real-time monitoring of foundation consolidation parameters are installed on the sand cushion layer 1. In use, the pore water pressure sensor 10 and the settlement monitoring instrument 11 can monitor the foundation consolidation parameters in real time.

[0035] In summary, when using this surcharge device for treating soft soil foundations: the drainage board 207 absorbs the moisture contained within the soft soil foundation, and excess moisture flows through the drainage board 207 into the diversion chamber 206. Then, the water pump 201 is activated to extract the moisture from the multiple diversion chambers 206, thereby draining the moisture from the soft soil foundation and improving the consolidation efficiency. Multiple precast concrete blocks 301 can be spliced ​​together for surcharge through connecting slots 302 and connecting inserts 303. Then, water is injected into the water-absorbing blocks 5 through the water filling chamber 4 to change their self-weight, achieving graded loading. This allows for more precise control of the loading amount, avoiding overloading or underloading, while also reducing construction steps and improving efficiency.

[0036] All the devices selected in this application are general standard parts or components known to those skilled in the art. Their structures and principles can be learned by those skilled in the art through technical manuals or conventional experimental methods.

[0037] In the description of the embodiments of this utility model, unless otherwise explicitly specified and limited, the terms "installation," "connection," and "linking" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model based on the specific circumstances.

[0038] In the description of this utility model, it should be noted that the terms "center," "upper," "lower," "left," "right," "vertical," "horizontal," "inner," and "outer," etc., indicating the orientation or positional relationship, are based on the orientation or positional relationship shown in the accompanying drawings and are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of this utility model. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and should not be construed as indicating or implying relative importance.

[0039] Based on the above-described preferred embodiments of this utility model, and through the foregoing description, those skilled in the art can make various changes and modifications without departing from the technical concept of this utility model. The technical scope of this utility model is not limited to the contents of the specification, but must be determined according to the scope of the claims.

Claims

1. A surcharge device for treating a soft ground foundation, characterized by comprising: Include: The sand cushion layer (1) laid on the top of the soft soil foundation, the drainage assembly (2) is arranged on the sand cushion layer (1), and the stack assembly (3) is arranged on the drainage assembly (2); The drainage assembly (2) comprises a water pump (201), a water suction pipe (202), a drainage pipe (203), a soil cushion layer (204), a shunt pipe (205), a shunt bin (206) and a drainage plate (207), the water pump (201) is arranged on the top of the sand cushion layer (1), the water suction pipe (202) is fixedly connected to the water suction end of the water pump (201), the drainage pipe (203) is fixedly installed on the water discharge end of the water pump (201), the soil cushion layer (204) is laid on the top of the sand cushion layer (1) and covers the water suction pipe (202), a plurality of shunt pipes (205) are arranged on the water suction pipe (202) and extend into the soft soil foundation, the shunt bin (206) is fixedly installed on the end of the shunt pipe (205) away from the water suction pipe (202), and a plurality of drainage plates (207) are installed on the shunt bin (206).

2. The surcharge device for treating soft ground according to claim 1, wherein The stack assembly (3) comprises a prefabricated concrete block (301), a connecting slot (302) and a connecting plug (303), a plurality of prefabricated concrete blocks (301) are arranged on the top of the soil cushion layer (204), the connecting slot (302) is formed in one end of the prefabricated concrete block (301), and the connecting plug (303) is fixedly connected to the other end of the prefabricated concrete block (301) and is used in combination with the connecting slot (302).

3. The surcharge device for treating soft ground according to claim 2, wherein The prefabricated concrete block (301) is internally provided with a water adding bin (4), and the water adding bin (4) is internally provided with a water absorbing block (5).

4. The surcharge device for treating soft ground according to claim 3, wherein The water adding bin (4) is provided with a protective cover (6) at the water adding opening for preventing water leakage in the water adding bin (4).

5. The surcharge device for treating soft ground according to claim 2, wherein A plurality of splicing grooves (7) are formed in the bottom of the prefabricated concrete block (301), and a plurality of splicing blocks (8) are fixedly connected to the top of the prefabricated concrete block (301), and the splicing blocks (8) are used in combination with the splicing grooves (7).

6. The surcharge device for treating soft ground according to claim 1, wherein A plurality of water absorbing ribs (9) are arranged on one side of the drainage plate (207).

7. The surcharge device for treating soft ground according to Claim 1, wherein The sand cushion layer (1) is provided with a pore water pressure sensor (10) and a settlement monitor (11) for monitoring the consolidation parameters of the foundation in real time.

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