TWI833629B - Highly supportive beam-column integrated pour-molded underground water filling structure - Google Patents

Abstract

A highly supportive beam-column integrated pour-molded underground water filling structure, which is composed of bricks and side panels. There is a groove on the upper surface of the bricks, and a concrete mortar pouring flow pipe is connected in the groove. At the same time, the bricks are There are through holes on the upper surface of the bricks and protruding hollow pipe columns on the bottom side, so that the flow pipe and the hollow pipe column can be overlapped because the two bricks face each other, and there are fastening grooves on the side edges of the bricks. , the side panels can be snap-fitted on the outside of the bricks to form a water-filled structure; thereby, when the bricks are laid on the floor and combined with the side panels, concrete mortar is poured on top of the formed water-filled walls to form a structure with beams. Solid groundwater-filled building structure with column structure.

Description

Highly supportive beam-column integrated pour-molded underground water filling structure

The present invention relates to a highly supportive beam-column integrated pour-molded underground water filling structure, in particular to a water filling structure constructed underground as a water storage space. At the same time, a water filling structure with a beam and column structure is constructed by pouring concrete mortar, and is suitable for use as a Heavy-duty underground water storage equipment.

In recent years, extreme climate has become more and more serious. Heavy rains often occur in countries around the world, resulting in urban flooding. In order to combat global warming and reduce the environmental load and its negative impacts, experts from various countries have proposed corresponding adjustment measures at the World Climate Conference in recent years. and sustainable development policies, such as promoting sponge cities and energy transition policies. Sponge cities are a new type of urban planning and design that build flood control and waterlogging prevention in cities and have ecological and environmental protection functions; such as building permeable pavements to replace non-permeable pavements. , absorb water, store water, seep water, and purify water when it rains. When the climate is dry and hot, it can release water vapor to improve the heat island effect and prevent the gradual expansion of global warming.

Therefore, in order to combat global warming and reduce the environmental load and its negative impacts, Germany and the United States are gradually promoting Low Impact Development (LID) technology, which aims to protect, restore and maintain the environmental integrity of water resources. However, the maintenance cost of the equipment related to the low-impact development technology (LID) is relatively high, so it is more important to build a sustainable structure or corresponding equipment. The purpose of LID is to maintain and restore the hydrology of a developing watershed by creating a landscape that mimics natural hydrologic functions (infiltration, runoff, and evapotranspiration). This This is achieved through a series of LID site planning practices and stormwater treatment technologies that manage runoff volume and water quality. The more effectively the LID is integrated into the environment, the greater the site's ability to replicate the land's natural water storage capacity to capture water and capture and recycle pollutants. The dispersed and discontinuous distribution of small-scale LID rainwater throughout the site will slow down surface runoff, allow rainwater to penetrate and reduce site discharge flow.

Generally, traditional low-impact development technologies include permeable bricks with permeable functions and water pumps with water storage functions. However, traditional permeable bricks and water pumps cannot withstand heavy pressure, and the structure cannot be sustainable, stable, and reliable. When faced with, for example, They are easily damaged when shaken by earthquakes or rolled over by heavy vehicles on the ground. Therefore, traditional permeable bricks and water pumps are only suitable for use on sidewalks, parks, squares and other floors that cannot be rolled over by heavy vehicles to prevent heavy vehicles from rolling over. The vehicle was rolled over and caused damage and collapsed, causing public security concerns.

To this end, various permeable pavement structures on the ground should be used so that the rainwater introduced under the surface can be effectively stored and reused. Therefore, a type of permeable pavement is designed under the ground that can withstand the heavy pressure of load-bearing vehicles and withstand the passage of several tons of large trucks. The rolling highly supportive groundwater filling structure is the main motivation of the present invention.

In view of this, the inventor of the present case actively researched, designed and organized the above-mentioned needs, hoping to improve and develop a water pumping structure design with higher pressure resistance, and thus the present invention was produced.

The main purpose of the present invention is to provide a highly supportive beam-column integrated pour-molded underground water filling structure, which can achieve the pressure-bearing strength that can withstand the heavy pressure caused by vehicles passing on the ground. The water filling device of the present invention has the ability to withstand concrete mortar pouring. Beams and columns formed in one piece The structure enhances the support strength, so as to have the strength to withstand heavy pressure. It can not only be buried underground for water storage, but also become an artificial underground reservoir. After water storage, it can effectively provide water resources for easy extraction and utilization, and has a wide range of applications.

In order to achieve the above purpose, the present invention is a highly supportive beam-column integrated pour-molded underground water filling structure, which is made up of overlapping bricks and side plates. The characteristic is: the bricks are provided with grooves on the upper plane, and in the grooves There is a concrete mortar pouring flow pipe connected to the side plate; the side plate is provided with a through hole, and a buckle structure is provided at the side edge. The side plate is erected on the outside of the bricks using the buckle structure to form a water-filled water storage structure. ; With this, when the bricks are laid on the floor and combined with the side panels, the upper and lower bricks are butt-joined and combined, and the two flow pipes are combined into a grouting channel, and concrete mortar is poured above the formed water pump. It is constructed as a stable underground water-filled building structure with beams and columns.

The effective gain of the present invention is that the upper plane of the bricks is provided with grooves, so that the grooves are combined with the flow pipes. When concrete mortar is poured, an integrated underground solid building with beams and columns is formed, which can support Underground, thereby forming underground water storage equipment with high supporting strength.

This can be used to enhance the strength of the road surface to withstand high loads and avoid damage to the road caused by heavy vehicles.

At the same time, when there is a lot of rainfall on the road surface, the rainwater can be collected through various pavements and directed underground, and then further stored in the water filling structure buried underground. This can not only effectively prevent the chance of surface flooding, but also replenish groundwater resources. It can also form water storage space and underground pipeline channels in the water-filled structure, and store and recycle rainwater for subsequent reuse.

Other features and specific embodiments of the present invention can be found in detail below with reference to the accompanying drawings. Learn more in the description.

10:Building bricks

11: Groove

12:Flow pipe

13:Through hole

14:Hollow pipe column

15: Tenon

16: Tongue and groove

17: Fastening groove

18: Positioning bumps

19: Positioning groove

20:Side panel

21:Through hole

22:Elastic buckle

30:Rebar

40:Concrete mortar

50: Permeable paving

60:Building bricks and flat blocks

61: Column fastening hole

62: Pipe fastening hole

63: Class connection

121, 141: Buckle groove

Figure 1 is an exploded schematic diagram of the structure of the first embodiment of the present invention.

Figure 2 is a schematic diagram of the installation of steel bars after the first embodiment of the present invention is assembled.

Figure 3 is a schematic diagram of the overlapping of two adjacent water pumps according to the first embodiment of the present invention.

Figure 4 is a schematic diagram of the first embodiment of the present invention in which a large amount of water is poured onto the top and tied with staggered steel bars.

Figure 5 is a schematic diagram of concrete mortar being poured above water in the first embodiment of the present invention.

Figure 6 is a schematic diagram of laying a pavement with permeable material above after water is poured into column-grouting concrete mortar to form a beam-column integrated structure according to the first embodiment of the present invention.

Figure 7 is a schematic cross-sectional view of the partial structure of Figure 6 of the present invention.

Figure 8 is an exploded schematic diagram of the brick structure of the second embodiment of the present invention.

Figure 9 is an appearance view after the brick plate and the hollow pipe column are buckled together according to the second embodiment of the present invention.

Figure 9A is a partial structural cross-sectional view of Figure 9 of the present invention.

Figure 10 is an appearance view of the tiles according to the second embodiment of the present invention.

Please refer to Figures 1 and 2. The water filling structure of the first embodiment of the present invention is mainly a porous hollow body, which can be buried underground to form an underground water storage space. Multiple hollow bodies can be assembled with each other to form a new one. Large underground area and water storage space. The water filling structure design is composed of two pieces of building bricks 10 and four pieces of side plates 20. When combined, two bricks 10 of the same structure are in the form of upper and lower They are aligned with each other and superimposed, and the four side plates 20 are fastened around the bricks 10 to form a hollow body.

The bricks 10 are provided with an upper plane on the top and a groove 11 on the upper plane. A concrete mortar pouring flow pipe 12 is provided in the groove 11. In this embodiment, the groove 11 is set to 2 The channels are arranged at the staggered position of the grooves 11 at the center of the upper plane of the brick 10, and at the same time, the flow pipe 12 is arranged at the staggered position and extends downward. At the same time, the upper plane of the building brick 10 is further provided with a through hole 13 and a hollow pipe column 14, so that water can penetrate into the upper plane at the through hole 13, and the building brick 10 is provided with buckle structures around the four sides of the upper plane frame plate. The snap-on structure is for example a tongue-and-groove 15 and a tongue-and-groove 16 that can be relatively engaged. Two adjacent water-filled bricks can be spliced together by using the tongue-and-groove 15 and the tongue-and-groove 16 to join together around the upper plane frame plate. At the same time, there are also fastening grooves 17, and symmetrical positioning protrusions 18 and positioning grooves 19 are provided at the bottom of each hollow column 14.

Please refer to Figures 3 to 5. When the upper and lower bricks 10 are butted and combined with each other, the two flow pipes 12 are paired to form a grouting flow channel, and the hollow pipe columns 14 are connected to each other to form a supporting function. The side plates 20 are erected A hollow body for water storage is formed around the brick 10 . When two adjacent bricks are overlapped, the convex tenon 15 and the tenon groove 16 provided around the bricks can be used to fasten and connect them together.

The side plate 20 is provided with a through hole 21 to allow water to be poured into the side plate, and an elastic buckle 22 is provided at the side edge. The position of the elastic buckle corresponds to the fastening groove 17 of the brick 10 for supplying water. The side plates 20 can be buckled on the outside of the bricks 10 to form a water-filled structure.

Therefore, after the land is prepared, the water-filled bricks 10 are stacked together to form a larger area for series connection. At the same time, the steel bars 30 are placed in the grooves 11. The flow pipe 12 can also choose whether to insert steel bars as needed. , then the concrete mortar 40 can be poured above the bricks 10. The concrete mortar 40 will follow the groove 11 and the flow pipe 12 and enter into the groove 11 and the flow pipe 12 of the lower layer of water filled with the bricks 10. , which is poured to form a groundwater filling structure in which the beam and column are integrated into one piece, and is an underground water storage building with high pressure resistance and load-bearing capacity.

Please refer to Figures 6 to 7. When the solid underground beams and columns are integrated into the present invention, after the groundwater is filled, a permeable material can be used to lay a permeable pavement 50 above the water, such as permeable asphalt pavement or permeable pavement. Concrete pavement can withstand earthquakes and heavy vehicle rolling on the road without being damaged. As for water flooding, conventional technology often uses non-woven fabrics to cover it. This is determined based on the needs of the occasion and function, and there is no other specification in the technical means of this case. . The present invention can form a solid underground reservoir, which can be pumped to the ground at any time to recover rainwater and reuse it.

As shown in Figures 1, 8 to 10, the water filling structure of the present invention is in another embodiment, and is composed of two pieces of building bricks 10 and four side plates 20. The building bricks 10 are set as building brick flat blocks 60, The flow pipe 12 and the hollow pipe column 14 adopt a separate design. In addition to the groove 11, the brick flat block 60 is also provided with a pipe column fastening hole 61 and a pipe fastening hole 62. The column fastening hole 61 and the pipe fastening hole 62 are both provided with stepped edges 63 (as shown in Figure 9A), so that the flow pipe 12 and the hollow pipe column 14 are positioned around the fastening end of the larger pipe diameter. There are buckle grooves 121 and 141, and the buckle grooves can be used to easily assemble and fasten the bricks 60 to form the integrated bricks 10 like the first embodiment. When the bricks composed of the flat brick block 60 , the hollow pipe column 14 and the flow pipe 12 are laid on the floor and combined with the side plate 20 , the upper and lower bricks 10 are butt-jointed and combined with each other, and the upper and lower flow pipes 12 pairs of grouting channels are combined into one grouting channel, and concrete mortar is poured above the formed water tank to form a stable underground water tank structure with beams and columns. The advantage of using the separate design of the flat brick plate 60 is that it takes up less space when storing materials, and is also easy to transport and carry. On the other hand, when the floor size is limited and the brick plate must be cut, the plate-shaped It is relatively easy to cut the brick-building flat block 60 into a suitable size, so that a good edge closing effect can be obtained in a limited construction scope.

It can be seen from the above that the present invention has the following practical advantages:

1. Through the design of filling the upper groove with water, it is constructed with steel bars to form an enclosed facility. The stable groundwater filling structure with beam and column structure has the characteristics of high support strength. When buried underground, it can withstand the rolling pressure of road vehicles with heavy loads without causing the road to collapse, and it is easy to maintain the road surface flat and safe.

2. It can reduce surface runoff, reduce the chance of floods, and replenish groundwater resources to achieve the purpose of water conservation in the base. It supports Low Impact Development (LID) technology. The purpose of meeting standard LID is to protect, restore and maintain water. The environmental integrity of resources is more in line with the excellent conditions for building a device that can be used sustainably.

3. A large underground rainwater storage space can be provided for subsequent use to fully reserve water resources and recycle them.

4. It can provide laying space and safety for underground pipelines.

To sum up, in the design of the present invention, the upper plane of the bricks filled with water is designed to have a groove, and a flow pipe for concrete mortar pouring is provided in the groove to communicate with it. After the concrete mortar is poured above the water filled bricks, It can be constructed into a stable underground water filling structure with a beam and column structure, which can withstand the heavy load of a heavy vehicle above the water filling without being damaged. It has industrial application value, and I have filed a patent application in accordance with the law.

The above are only preferred embodiments of the present invention, and should not be used to limit the scope of the present invention. Therefore, any simple equivalent changes and modifications made based on the patent scope of the present invention and the content of the invention specification, All should still fall within the scope of the patent of this invention.

10:Building bricks

11: Groove

12:Flow pipe

13:Through hole

14:Hollow pipe column

15: Tenon

16: Tongue and groove

17: Fastening groove

18: Positioning bumps

19: Positioning groove

20:Side panel

21:Through hole

22:Elastic buckle

Claims (6)

A highly supportive beam-column integrated pour-molded underground water filling structure, which is made up of overlapping bricks and side panels. It is characterized in that: the bricks are provided with grooves on the upper plane, and concrete mortar pouring flow materials are provided in the grooves. The pipes are connected; the side plate is provided with a through hole, and a buckle structure is provided at the side edge. The side plate uses the buckle structure to be erected on the outside of the stacking bricks to form a water-filled water storage structure; thereby, when the stacking bricks After it is laid on the floor and combined with the side panels, the upper and lower bricks are butt-joined to each other. The two flow pipes are combined into a grouting channel. Concrete mortar is poured above the formed water pump to form a structure with beams and The column structure is a stable groundwater-filled building structure. For example, the highly supportive beam-column integrated pour-molded groundwater filling structure described in item 1 of the patent application has perforations on the upper plane of the bricks and protruding hollow pipe columns on the bottom side. As described in item 1 of the patent application, the highly supportive beam and column are integrally poured into a groundwater filling structure, in which fastening grooves are provided around the upper plane frame plate of the bricks. For example, the highly supportive beam-column integrated pour-molded groundwater filling structure described in item 2 of the patent application has positioning protrusions and positioning grooves at the bottom of the hollow pipe column. For example, in the highly supportive beam-column integrated pour-molded underground water filling structure described in item 1 of the patent application, the side plate is provided with a buckle structure as an elastic buckle on the side edge. A high-supportive beam-column integrated pour-molded groundwater filling structure is made up of overlapping brick flat blocks, hollow pipe columns, flow pipes and side plates. It is characterized by: the brick flat block has concave holes on it. The groove is provided with a pipe column fastening hole and a pipe fastening hole, and a pipe fastening hole is provided in the groove; The hollow pipe column is provided with a buckle groove on the periphery of the fastening end, and is assembled and fastened to the fastening hole of the pipe column of the brick plate block by using the buckle ring groove; the flow pipe is provided with a buckle on the periphery of the fastening end. The ring groove is assembled and fastened to the fastening hole of the pipe of the flat brick block by using the buckle ring groove; the side plate is provided with a through hole and a buckle structure at the side edge. On the outside of the brick flat block, a water-filled water storage structure is formed; thereby, when the brick flat block, hollow pipe column, and flow pipe composed of bricks are laid on the floor and combined with the side panels, the upper and lower bricks interact with each other. The upper and lower flow pipes are butted together to form a grouting channel. Concrete mortar is poured above the formed water tank to form a stable groundwater tank structure with beams and columns.

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