Drainage structure for low-water-level accumulated water of bearing platform and removal method of drainage structure

Abstract

The invention relates to the field of building construction, in particular to a drainage structure for low-water-level accumulated water of a bearing platform and a removing method of the drainage structure. Which comprises a cushion layer, a bearing platform body and foundation piles located at the bottom of the bearing platform body, and is characterized in that a water collecting well is arranged on the layer face where the cushion layer is located, and drainage equipment leading to the outside is arranged in the water collecting well. In a traditional method, when accumulated water in a bearing platform is deep, a submersible pump is generally adopted for pumping drainage, but when the accumulated water is shallow, the submersible pump cannot play a role, at the moment, manual cleaning is often adopted by depending on a tool, or the accumulated water is discharged through impact of the dead weight of concrete during concrete pouring, however, the mode is time-consuming, labor-consuming and poor in effect; and manpower and material resource waste and concrete performance loss are caused. According to the bearing platform accumulated water discharging method, the water collecting well is adopted for collecting the bearing platform accumulated water, when the bearing platform accumulated water is shallow, the siphon water pump is directly adopted at the water collecting well for discharging the bearing platform accumulated water, and the bearing platform accumulated water problem can be effectively solved.

Description

Technical Field

[0001] The invention relates to the field of building construction, in particular to a drainage structure for low-water-level water accumulation on a cap and a method for clearing the structure. Background Art

[0002] The foundation of a building generally includes independent caps, caps, and rafts. The cap steel bars are generally designed in multiple rows and the steel bars are densely arranged. Since foundation construction sometimes involves outdoor work, water will accumulate in the foundation cap when it rains. If the accumulated water in the cap is not removed in time, the presence of water in the cap will indirectly change the concrete mix ratio during concrete pouring, which will subsequently seriously reduce the concrete's impermeability and tensile strength, and easily cause concrete cracking and leakage.

[0003] At present, in order to remove the accumulated water in the pedestal, a water pump is generally used to centrally drain the water in the pedestal before pouring concrete. However, since the bottom plate of the pedestal is flat, when the depth of the accumulated water in the pedestal is shallow, the water pump cannot effectively absorb the water at the bottom. For this part of the low water level, manual cleaning is currently widely used, which is time-consuming and labor-intensive, and the water removal effect is not good. Summary of the invention

[0004] The purpose of the present invention is to overcome the above-mentioned defects and to provide a drainage structure for low-water-level water accumulation on a cap and a method for removing the same.

[0005] In order to achieve the above object, the present invention is achieved in the following ways: A drainage structure for low-water accumulation on a pedestal comprises a cushion layer, a pedestal body and foundation piles at the bottom of the pedestal body. A water collection well is arranged at the level where the cushion layer is located, and drainage equipment leading to the outside is arranged in the water collection well.

[0006] In the drainage structure for low-water-level water accumulation on the above-mentioned foundation, a slope surface is arranged on the cushion layer, and the slope surface is inclined toward the water collection well.

[0007] The drainage structure for low water level accumulation on the above-mentioned pedestal has a slope of 0.5% on the slope of the cushion layer.

[0008] In traditional practice, the foundation cushion of the pedestal is usually only leveled, but in the pedestal cushion structure proposed in the present invention, a water collection well is reserved on the pedestal cushion, and the cushion is sloped toward the water collection well, so as to facilitate the collection of water in the pedestal. In this way, it is beneficial to use gravity to naturally drain or collect low-level water.

[0009] Furthermore, the present invention also proposes a method for clearing water accumulation on a cap based on the above drainage structure, which specifically includes: Step 1: Familiarize yourself with the project drawings, count the forms and quantities of the project caps, and determine the construction arrangements for the cap cushion layer; Step 2: Determine the location and size of the water collection wells corresponding to different types of caps; Step 3: Position the foundation and complete the foundation excavation; Step 4: Carry out the construction of the foundation cushion layer. According to the determined location of the water collection well, use the wooden template to make the water collection well template box, and position it according to the determined location of the water collection well. The elevation of the cushion layer is the same as the elevation of the upper mouth of the water collection well. After the thickness of the cushion layer is expanded according to the size of the water collection well, a water collection well foundation pit of corresponding size is excavated in the foundation. The template is fixed with a steel support around it to prevent the template box from deflecting and ensure the accuracy of the size. Step 5: When pouring the cushion layer, set a slope of 5‰ towards the water collection well; when excavating the cap, the elevation of the cushion layer concrete is controlled by elevation piles. Before pouring the cushion layer concrete, calculate the slope of the water collection well and adjust the height of the elevation control piles synchronously. When pouring concrete, pour from high to low, and use the elevation piles to control the slope of the finished surface to complete the slope finding; Step 6: When there is a lot of water accumulated in the foundation, use a submersible pump to pump out the water first, and then use a siphon pump to drain the water in the bottom layer or the collection well.

[0010] In the above-mentioned method for clearing low-water-level water accumulation in a pedestal, a water collection well is arranged in a pedestal structure, and the size of the water collection well is W300*L300*D200.

[0011] In traditional practice, when the water in the foundation is deep, a submersible pump is generally used for drainage. However, when the water is shallow, the submersible pump cannot function. At this time, manual cleaning with tools is often used, or the deadweight of concrete is used to discharge the water during concrete pouring. However, the above methods are time-consuming and labor-intensive, and the effect is not good, resulting in waste of manpower and material resources and loss of concrete performance. In the method for removing water from the foundation proposed in the present invention, a water collection well is used to collect the water on the foundation. When the water on the foundation is shallow, a siphon pump is directly used at the water collection well to discharge the water, which can effectively deal with the problem of water on the foundation. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] Figure 1 It is a schematic diagram of the drainage structure of the pedestal shown in the present invention. DETAILED DESCRIPTION

[0013] The technical solutions of the embodiments of the present application will be described clearly and completely below in conjunction with the accompanying drawings. Obviously, the described embodiments are part of the embodiments of the present application, not all of the embodiments. All other embodiments obtained by ordinary technicians in this field without creative work based on the embodiments in the embodiments of the present application are within the scope of protection requested by the present application.

[0014] A drainage structure for low-water accumulation on a pedestal includes a cushion layer, a pedestal body and foundation piles at the bottom of the pedestal body. A water collection well is arranged at the level where the cushion layer is located. A drainage device leading to the outside is arranged in the water collection well. At the same time, a slope of 5 / 1000 is arranged on the cushion layer and faces the water collection well.

[0015] A method for clearing water accumulation on a cap based on the above drainage structure specifically comprises: Step 1: Familiarize yourself with the project drawings, count the forms and quantities of the project caps, and determine the construction arrangements for the cap cushion layer; Step 2: Determine the location and size of the water collection wells corresponding to different types of caps; Step 3: Position the foundation and complete the foundation excavation; Step 4: Carry out the construction of the foundation cushion layer. According to the determined location of the water collection well, use the wooden template to make the water collection well template box, and position it according to the determined location of the water collection well. The elevation of the cushion layer is the same as the elevation of the upper mouth of the water collection well. After the thickness of the cushion layer is expanded according to the size of the water collection well, a water collection well foundation pit of corresponding size is excavated in the foundation. The template is fixed with a steel support around it to prevent the template box from deflecting and ensure the accuracy of the size. Step 5: When pouring the cushion layer, set a slope of 5‰ towards the water collection well; when excavating the cap, the elevation of the cushion layer concrete is controlled by elevation piles. Before pouring the cushion layer concrete, calculate the slope of the water collection well and adjust the height of the elevation control piles synchronously. When pouring concrete, pour from high to low, and use the elevation piles to control the slope of the finished surface to complete the slope finding; Step 6: When there is a lot of water accumulated in the foundation, use a submersible pump to pump out the water first, and then use a siphon pump to drain the water in the bottom layer or the collection well.

[0016] In the above-mentioned method for clearing low-water-level water accumulation in a pedestal, a water collection well is arranged in a pedestal structure, and the size of the water collection well is W300*L300*D200.

[0017] In traditional practice, the foundation cushion of the pedestal is usually only leveled. In the pedestal cushion structure proposed in the present invention, a water collection well is reserved on the pedestal cushion, and the cushion is sloped toward the water collection well. In this way, when the water in the pedestal is deep, a submersible pump is generally used for drainage. However, when the water is shallow, the submersible pump cannot function. At this time, manual cleaning with tools is often used, or the deadweight of concrete is used to discharge the water during concrete pouring. However, the above-mentioned treatment methods are time-consuming and labor-intensive, and the effects are not good, resulting in waste of manpower and material resources and loss of concrete performance. In the method for removing water from the pedestal proposed in the present invention, a water collection well is used to collect the water on the pedestal. When the water on the pedestal is shallow, a siphon pump is directly used at the water collection well to discharge the water, which can effectively deal with the problem of water on the pedestal.

[0018] The above are only embodiments provided for the present application and are not intended to limit the present application. Although the present application is described in detail with reference to the embodiments, those skilled in the art can still modify the technical solutions described in the aforementioned embodiments or make equivalent substitutions for some of the technical features therein. However, any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present application should be included in the protection scope of the present application.

Claims

1. A drainage structure for low-water accumulation on a cap, comprising a cushion layer, a cap body and foundation piles at the bottom of the cap body, characterized in that: A water collection well is arranged at the level where the cushion layer is located, and drainage equipment leading to the outside is arranged in the water collection well.

2. The drainage structure for low water level accumulation on the platform according to claim 1 is characterized by: The cushion layer is provided with a slope surface, and the slope surface is inclined toward the water collection well.

3. The drainage structure for low water level accumulation on the platform according to claim 2 is characterized by: The slope of the cushion layer has a slope of 5 thousandths.

4. A method for removing low-level water accumulation on a pedestal based on the drainage structure according to any one of claims 1 to 3, characterized in that: include Step 1: Familiarize yourself with the project drawings, count the forms and quantities of the project caps, and determine the construction arrangements for the cap cushion layer; Step 2: Determine the location and size of the water collection wells corresponding to different types of caps; Step 3: Position the foundation and complete the foundation excavation; Step 4: Carry out the construction of the foundation cushion layer. According to the determined location of the water collection well, use the wooden template to make the water collection well template box, and position it according to the determined location of the water collection well. The elevation of the cushion layer is the same as the elevation of the upper mouth of the water collection well. After the thickness of the cushion layer is expanded according to the size of the water collection well, a water collection well foundation pit of corresponding size is excavated in the foundation. The template is fixed with a steel support around it to prevent the template box from deflecting and ensure the accuracy of the size. Step 5: When pouring the cushion layer, set a slope of 5‰ towards the water collection well; when excavating the cap, the elevation of the cushion layer concrete is controlled by elevation piles. Before pouring the cushion layer concrete, calculate the slope of the water collection well and adjust the height of the elevation control piles synchronously. When pouring concrete, pour from high to low, and use the elevation piles to control the slope of the finished surface to complete the slope finding; Step 6: When there is a lot of water accumulated in the foundation, use a submersible pump to pump out the water first, and then use a siphon pump to drain the water in the bottom layer or the collection well.

5. The method for removing low-water accumulation on a cap according to claim 4 is characterized by: A water collection well is set in a foundation structure, and the size of the water collection well is W300*L300*D200.

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