CN114351843A - Method for constructing sewage buffer tank and sewage buffer tank constructed by method - Google Patents
Method for constructing sewage buffer tank and sewage buffer tank constructed by method Download PDFInfo
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- CN114351843A CN114351843A CN202010634749.7A CN202010634749A CN114351843A CN 114351843 A CN114351843 A CN 114351843A CN 202010634749 A CN202010634749 A CN 202010634749A CN 114351843 A CN114351843 A CN 114351843A
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/18—Tanks for disinfecting, neutralising, or cooling sewage
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
- E04H7/02—Containers for fluids or gases; Supports therefor
- E04H7/18—Containers for fluids or gases; Supports therefor mainly of concrete, e.g. reinforced concrete, or other stone-like material
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Abstract
The invention provides a method for constructing a sewage buffer pool, which comprises the following steps: a bottom plate presetting step, which is used for arranging a bottom plate at a foundation pit for installing the sewage buffer tank; assembling the side packaging plates, namely assembling the side packaging plates on the bottom plate to form the side parts of the sewage buffer tank; a top splicing plate assembling step, which is used for assembling a top splicing plate on the top of the side packaging plate to form the top of the sewage buffer pool; and a sealing step, namely pouring and sealing the peripheral part of the water storage tank to form the sewage buffer tank. According to the invention, the side packaging plate is inserted and fixed in the mounting groove, and is detachably connected with the top splicing plate, and the sealing body is arranged outside the side packaging plate and the top splicing plate, so that an assembled sewage buffer pool is quickly formed on site, and the technical defects of long construction period, complex operation and extremely low construction efficiency of the sewage buffer pool formed in a cast-in-place mode in the prior art are effectively overcome.
Description
Technical Field
The invention belongs to the technical field of drainage, and particularly relates to a method for constructing a sewage buffer tank and the sewage buffer tank constructed by the method.
Background
Drainage systems in urban pipe networks, devices (e.g., sewage buffer tanks) for regulating and storing sewage (e.g., domestic sewage) in unit areas, are typically cast-in-place structures.
As is well known, although the cast-in-place sewage buffer pool is low in cost, the construction period is long, the sewage buffer pool needs to be built with a mold and a reinforcing steel bar, then cast and finally maintained, the technical defects of very long whole construction period, complex operation and extremely low construction efficiency exist, and meanwhile, the influence on the life of residents during construction is large.
Therefore, the technical defects that the construction period of the sewage buffer pool formed in a cast-in-place mode is very long, the operation is complex and the construction efficiency is extremely low exist in the prior art.
Disclosure of Invention
The technical problems to be solved by the invention are that the technical defects of long construction period, complex operation and extremely low construction efficiency of the sewage buffer pool formed in a cast-in-place mode exist in the prior art.
In order to solve the technical problem, the invention provides a method for constructing a sewage buffer tank, which comprises the following steps:
a bottom plate presetting step, which is used for arranging a bottom plate at a foundation pit for installing the sewage buffer tank;
assembling the side packaging plates, namely assembling the side packaging plates on the bottom plate to form the side parts of the sewage buffer tank;
a top splicing plate assembling step, which is used for assembling a top splicing plate on the top of the side packaging plate to form the top of the sewage buffer pool;
and a sealing step, namely pouring and sealing the peripheral part of the water storage tank to form the sewage buffer tank.
Optionally, the bottom plate presetting step specifically includes:
pouring is carried out at the foundation pit to form the bottom plate;
the bottom plate is provided with a mounting groove; the mounting groove comprises 2 first grooves and 2 second grooves, and any 1 first groove and 1 corresponding second groove are adjacently distributed on the bottom plate to form a square mounting area in a surrounding manner.
Optionally, the assembling step of the side packaging plate specifically includes:
inserting a corresponding first prefabricated side plate into each first groove;
and inserting a corresponding second prefabricated side plate into each second groove, so that the first prefabricated side plate and the second prefabricated side plate are encircled to form the side packaging plate.
Optionally, the top splice plate assembling step specifically includes:
sequentially splicing a plurality of plastic arch modules to form the top splice plate;
detachably connecting the end section of the plastic arch module with the top of the first prefabricated side plate;
and (4) detachably connecting the middle section of the plastic arch module with the top of the second prefabricated side plate to form the top of the sewage buffer tank.
Optionally, the bottom plate presetting step specifically includes:
pouring is carried out at the foundation pit to form the bottom plate;
the bottom plate is provided with a mounting groove; wherein, the mounting groove includes 1 first recess, 2 second recesses and 1 third recess, first recess respectively with 2 the second recess is adjacent to be distributed, the second recess respectively with 2 the second recess is adjacent to be distributed, first recess with the third recess is in the bottom plate sets up oppositely, in order to pass through first recess the second recess with the third recess surrounds and forms a square installation area.
Optionally, the assembling step of the side packaging plate specifically includes:
inserting a corresponding first prefabricated side plate into the first groove;
inserting a corresponding second prefabricated side plate into the second groove;
and inserting a corresponding middle prefabricated plate into the third groove, so that the first prefabricated side plate, the second prefabricated side plate and the middle prefabricated plate are enclosed to form the side packaging plate.
Optionally, the top splice plate assembling step specifically includes:
assembling precast beams at the tops of the middle precast slabs;
sequentially splicing a plurality of plastic arch modules to form two top splice plates;
connecting one end section of each top splicing plate with the top of the corresponding first prefabricated side plate in a detachable mode;
connecting the other end section of each top splicing plate with the precast beam in a detachable manner;
and connecting the middle section of each top splicing plate with the second prefabricated side plate in a detachable mode to form two water storage pools.
Optionally, the sealing step specifically includes:
and pouring plain concrete at the peripheral part of the water storage tank, and sealing the water storage tank.
Optionally, the method further includes:
and arranging an access well on the top assembling plate.
The invention also provides a sewage buffer pool constructed by any one of the methods.
Has the advantages that:
the method for constructing the sewage buffer tank comprises the steps of firstly arranging a base plate at a foundation pit for installing the sewage buffer tank through a base plate presetting step, and then assembling a side packaging plate on the base plate through a side packaging plate assembling step to form a side part of the sewage buffer tank; and finally, pouring and sealing the peripheral part of the water storage tank through a sealing step to form the sewage buffer tank. For the method, complicated construction operations such as formwork erection, reinforcing steel bar arrangement, mass pouring and the like are not needed on site, the prefabricated side packaging plates, the prefabricated top splicing plates and the like are spliced according to the splicing steps, the spliced pool body is sealed, and the spliced sewage buffer pool is quickly formed on site.
The foregoing description is only an overview of the technical solutions of the present invention, and the embodiments of the present invention are described below in order to make the technical means of the present invention more clearly understood and to make the above and other objects, features, and advantages of the present invention more clearly understandable.
Drawings
In order to more clearly illustrate the embodiments of the present disclosure or the technical solutions in the prior art, the drawings needed to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present disclosure, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without creative efforts.
Fig. 1 is a first schematic structural diagram of a sewage buffer tank according to a first embodiment of the present invention;
fig. 2 is a schematic structural diagram of a sewage buffer tank according to a first embodiment of the present invention;
fig. 3 is a schematic structural diagram of a sewage buffer tank according to a first embodiment of the present invention;
FIG. 4 is a block diagram schematically illustrating a structure of a mounting groove when a water storage tank exists in a sewage buffer tank according to an embodiment of the present invention;
fig. 5 is a schematic block diagram of a structure of a mounting groove when two water storage tanks are present in a sewage buffer tank according to an embodiment of the present invention;
fig. 6 is a flow chart of a method for constructing a sewage buffer pool according to an embodiment of the present invention.
Detailed Description
The technical solutions in the embodiments of the present disclosure will be clearly and completely described below with reference to the drawings in the embodiments of the present disclosure, and it is obvious that the described embodiments are only a part of the embodiments of the present disclosure, and not all of the embodiments. All other embodiments obtained by a person of ordinary skill in the art based on the embodiments in the present specification are within the protection scope of the present invention; the "and/or" keyword referred to in this embodiment means sum or two cases, in other words, a and/or B mentioned in the embodiments of this specification means two cases of a and B, A or B, and describes three states where a and B exist, such as a and/or B, and means: only A does not include B; only B does not include A; including A and B.
Meanwhile, in the embodiments of the present description, when an element is referred to as being "fixed to" another element, it may be directly on the other element or intervening elements may also be present. When a component is referred to as being "connected" to another component, it can be directly connected to the other component or intervening components may also be present. When a component is referred to as being "disposed on" another component, it can be directly on the other component or intervening components may also be present. The terms "vertical", "horizontal", "left", "right" and the like used in the embodiments of the present specification are for illustrative purposes only and are not intended to limit the present invention.
It should be noted that, in order to describe the present specification in more detail, so that a person skilled in the art can understand the present specification more clearly and clearly, and further support the technical problems to be solved by the present specification and the technical effects that can be achieved correspondingly, the assembled sewage buffer tank provided in the embodiment of the present specification is specifically described in detail in a specific application scenario of discharging sewage, and a person skilled in the art can understand that the assembled sewage buffer tank provided in the embodiment of the present specification is not only applied to a specific application scenario of discharging sewage, but also can be applied to other scenarios, such as: the application range of the assembled sewage buffer pool provided by the present specification is not limited to the application range of rainwater drainage, mixed water of sewage drainage and rainwater drainage, clean water drainage, or other fluid liquids except water drainage, in other words, the present invention is also within the protection range of the present invention as long as the present invention is applied to other drainage scenes to achieve the effects of regulation, storage and drainage.
Example one
The first embodiment of the present specification provides a method for constructing a sewage buffer tank, please refer to fig. 6, the method includes:
s1000, a bottom plate presetting step, namely arranging a bottom plate at a foundation pit for installing the sewage buffer tank;
s2000, assembling side packaging plates, namely assembling the side packaging plates on the bottom plate to form the sides of the sewage buffer tank;
s3000, a top splicing plate assembling step, namely assembling a top splicing plate on the top of the side packaging plate to form the top of the sewage buffer pool;
and S4000, a sealing step, namely pouring and sealing the peripheral part of the water storage tank to form the sewage buffer tank.
It should be noted that fig. 1 to 5 are schematic views illustrating a sewage buffer tank constructed according to a method for constructing a sewage buffer tank provided in an embodiment one of the present description, and therefore, in order to describe the method provided in the embodiment one of the present description in detail to support the technical problem to be solved by the present invention, the method for constructing the sewage buffer tank will be described in detail with reference to the sewage buffer tank shown in fig. 1 to 5.
Specifically, for the bottom plate presetting step, it may specifically include: pouring is carried out at the bottom of the foundation pit which is opened in advance to form a bottom plate structure, namely a bottom plate 9 of the sewage buffer pool shown in the figures 1-3.
It should be noted that, for the method for constructing a sewage buffer tank provided in the embodiment of the present invention, it may be to construct a sewage buffer tank having one water storage tank 1, or to construct a sewage buffer tank having two water storage tanks 1, and it is obvious to those skilled in the art that the sewage buffer tank having two water storage tanks 1 has a larger water storage capacity than the sewage buffer tank having one water storage tank 1.
Then for constructing a buffer tank for sewage with only one storage tank 1, the method further comprises:
an installation groove is formed in the bottom plate 9; specifically, as shown in fig. 4, the installation groove formed by the method includes 2 first grooves 131 and 2 second grooves 132, and any 1 of the first grooves 131 and corresponding 1 of the second grooves 132 are adjacently distributed on the bottom plate 9 to form a square installation area in a surrounding manner.
Further, after the mounting groove is formed in the bottom plate 9, the assembling step of the side packaging plate specifically includes:
inserting a corresponding first prefabricated side plate into each first groove;
and inserting a corresponding second prefabricated side plate into each second groove, so that the first prefabricated side plate and the second prefabricated side plate are encircled to form the side packaging plate.
And after the side packaging plates are assembled, the top splicing plate assembling step specifically comprises the following steps:
sequentially splicing a plurality of plastic arch modules to form the top splice plate;
detachably connecting the end section of the plastic arch module with the top of the first prefabricated side plate;
and (4) detachably connecting the middle section of the plastic arch module with the top of the second prefabricated side plate to form the top of the sewage buffer tank.
The side package plate 11 formed by the method may be as shown in fig. 1 to 5, and may include: a first prefabricated panel 111 and a second prefabricated panel 112; the first prefabricated panels 111 are arranged in the corresponding first grooves 131, the second prefabricated panels 112 are arranged in the corresponding second grooves 132, and the first prefabricated panels 111 and the second prefabricated panels 112 are adjacently distributed and surround the side part of the water storage tank 1; the top of the first prefabricated plate 111 and the top of the second prefabricated plate 112 are detachably connected with the top splice plate 12 respectively. Specifically, the first recesses 131 and the second recesses 132 may be understood as two sets of recesses adjacently disposed, wherein the number of the first recesses 131 is 2, the number of the second recesses 132 is two, the two first recesses 131 are oppositely disposed on the bottom plate 9, and the two second recesses 132 are oppositely disposed on the bottom plate 9, such that the first recesses 131 and the second recesses 132 form a square mounting area, and meanwhile, the first prefabricated plate 111 and the second prefabricated plate 112 are respectively 2, such that the 2 first prefabricated plates 111 are respectively correspondingly inserted into the two first recesses 131, and the 2 second prefabricated plates 112 are respectively correspondingly inserted into the two second recesses 132, thereby enclosing the peripheral side portion of the water storage tank 1. It will be understood by those skilled in the art that the first prefabricated panel 111 or the second prefabricated panel 112 may be an integral large prefabricated panel, or may be a large prefabricated panel assembled by a plurality of small prefabricated panels and having a fast-mounting and fast-dismounting feature, and the number of the grooves is flexibly adjusted according to the number of the prefabricated panels without limitation in this embodiment of the present disclosure, and may be flexibly adjusted according to actual operation requirements.
Meanwhile, the top splice plate 12 formed by the method, as shown in fig. 1-5, may include a plurality of plastic arch modules 121, the plurality of plastic arch modules 121 being sequentially spliced to form the top splice plate 12, each of the plastic arch modules 121 including an intermediate link 122 and an end link 123, each of the plastic arch modules 121 being detachably connected to the top of the first prefabricated panel 111 through the end link 123, and each of the plastic arch modules 121 being detachably connected to the top of the second prefabricated panel 112 through the intermediate link 122.
Similarly, since the top splice plate 12 is formed by sequentially leaning on a plurality of plastic arch modules 121, the top splice plate 12 can be quickly rotated and disassembled, and the middle section 122 can be in an arch shape, so that after the top splice plate 12 is detachably connected with the side splice plate 11, the top splice plate 12 protrudes upwards through the middle section 122 to form an arch shape, and a larger water storage space is reserved.
Then, for constructing a sewage buffer tank having two water storage tanks 1, the method includes:
pouring is carried out at the foundation pit to form the bottom plate;
the bottom plate is provided with a mounting groove;
in this embodiment when constructing a sewage buffer tank having two water storage tanks 1, the assembling step of the side packing plates specifically includes:
inserting a corresponding first prefabricated side plate into the first groove;
inserting a corresponding second prefabricated side plate into the second groove;
and inserting a corresponding middle prefabricated plate into the third groove, so that the first prefabricated side plate, the second prefabricated side plate and the middle prefabricated plate are enclosed to form the side packaging plate.
As shown in fig. 1 to 5, in the step of forming the mounting groove on the bottom plate, the mounting groove may include a third groove 133 in addition to the first groove 131 and the second groove 132, and the first groove 131, the second groove 132, and the third groove 133 are respectively distributed adjacently and surround to form a mounting area. Similarly, the first recesses 131 and the second recesses 132 may be understood as two sets of recesses adjacently disposed, wherein the number of the first recesses 131 is 1, the number of the second recesses 132 is 2, the number of the third recesses is 1, two second recesses 132 are respectively disposed adjacent to the first recesses 131, two second recesses 132 are oppositely disposed on the bottom plate 9, and the third recesses 133 are oppositely disposed to the first recesses 131, such that a square installation area is defined by the first recesses 131, the second recesses 132, and the third recesses 133, while the number of the first prefabricated panels 111 is 1, the number of the second prefabricated panels 112 is 2, the number of the intermediate prefabricated panels 3 is 1, such that 1 first prefabricated panel 111 is correspondingly inserted into 1 first recess 131, 2 second prefabricated panels 112 are respectively inserted into two second recesses 132, 1 intermediate prefabricated panel 3 is correspondingly inserted into 1 third recess 133, thus, the peripheral side part of the second water storage tank 1 is formed by enclosing, and the top of the first prefabricated plate 111, the top of the second prefabricated plate 112 and the top of the middle prefabricated plate 3 are respectively detachably connected with the top splicing plate 12, so that the peripheral top part of the second water storage tank 1 is formed by enclosing.
Of course, it can be understood by those skilled in the art that, in the embodiment of constructing the sewage buffer tank having two storage tanks 1, the two storage tanks 1 may share the same third recess 133 and the same intermediate prefabricated plate 3, that is, after the third recess 133 is included in the first storage tank 1, another third recess 133 may not be additionally disposed in the second storage tank 1, and the intermediate prefabricated plate 3 inserted into the third recess 133 corresponds to a partition shared by the first storage tank and the second storage tank. In addition, for the specific embodiment when constructing the sewage buffer tank with two water storage tanks 1, the two water storage tanks 1 are distributed in parallel, the intermediate prefabricated plate 3 is positioned between the two water storage tanks 1, and the water passing channel for the sewage flow in the two water storage tanks is arranged on the intermediate prefabricated plate 3, so that the sewage flow in the two water storage tanks 1 is maintained in real time, and the water storage space is enlarged. Similarly, in the embodiment of constructing the sewage buffer tank having two storage tanks 1, it can be understood by those skilled in the art that the first prefabricated plate 111 or the second prefabricated plate 112, or the intermediate prefabricated plate 3 may be an integral large prefabricated plate, or a large prefabricated plate assembled by a plurality of small prefabricated plates and having a fast-assembling and disassembling feature, and the embodiment of the present specification is not limited thereto, and the number of the grooves can be flexibly adjusted according to the number of the prefabricated plates, so that the adjustment can be flexibly performed according to actual operation requirements.
In this embodiment when constructing the sewage buffer tank with two reservoirs 1, the top splice plate assembly step specifically includes:
assembling precast beams at the tops of the middle precast slabs;
sequentially splicing a plurality of plastic arch modules to form two top splice plates;
connecting one end section of each top splicing plate with the top of the corresponding first prefabricated side plate in a detachable mode;
connecting the other end section of each top splicing plate with the precast beam in a detachable manner;
and connecting the middle section of each top splicing plate with the second prefabricated side plate in a detachable mode to form two water storage pools.
The top splice plate formed by the method can be shown in fig. 1-5, and comprises a plurality of plastic arch modules 121, wherein the plurality of plastic arch modules 121 are spliced in sequence to form the top splice plate 12, each plastic arch module 121 comprises a middle joint 122 and two end joints 123, each plastic arch module 121 is detachably connected with the top of the first precast slab 11 through one end joint 123, each plastic arch module 121 is detachably connected with the precast beam 4 through the other end joint 123, and each plastic arch module 121 is detachably connected with the top of the second precast slab 12 through the middle joint 122. Similarly, since the top splice plate 12 is formed by sequentially leaning on a plurality of plastic arch modules 121, the top splice plate 12 can be quickly rotated and disassembled, and the middle section 122 can be in an arch shape, so that after the top splice plate 12 is detachably connected with the side splice plate 11, the top splice plate 12 protrudes upwards through the middle section 122 to form an arch shape, and a larger water storage space is reserved.
For the convenience of maintenance, as an implementation manner of the embodiment of the present specification, the method further includes:
and arranging an inspection well on the top splicing plate.
Specifically, please refer to the sewage buffer pool constructed by the method, at least one manhole 5 is further arranged on the top splice plate 12 for overhauling the inside of the water storage pool 1, and the connection between the manhole 5 and the top splice plate 12 is sealed by the sealing body 2. And as a quick implementation mode of the sealing body 2, it can be a sealed shell formed by pouring plain concrete at the peripheral parts of the side packaging plate 11, the top splicing plate 12 and/or the manhole 5, because the sealing performance of splicing can not be completely guaranteed in the actual splicing process, plain concrete is poured at the peripheral parts of the whole spliced water storage pool 1, the sealing of the water storage pool 1 is guaranteed, and meanwhile, the structure of the water storage pool 1 can be strengthened, so that when a vehicle runs above (on the ground) the two water storage pools 1, any influence can not be caused on the water storage pool 1 at the bottom.
Therefore, the method for constructing the sewage buffer pool provided by the embodiment of the specification does not need to perform complicated construction operations such as formwork erection, reinforcing steel bar arrangement, mass pouring and the like on site when the sewage buffer pool is constructed, only the prefabricated plates in the side packaging plates 11 are correspondingly inserted and fixed in the corresponding grooves and detachably connected with the top splicing plate 11 formed by splicing the plurality of plastic arch-shaped modules 121, and meanwhile, the sealing bodies 2 are arranged outside the prefabricated plates and the grooves to quickly form the assembled sewage buffer pool on site.
Example two
Corresponding to the first embodiment in this specification, the second embodiment in this specification provides a sewage buffer tank as shown in fig. 1 to 5, which is constructed by the method for constructing a sewage buffer tank provided in the first embodiment, and since the structure of the sewage buffer tank constructed by the method is specifically and specifically described in the first embodiment, details are not repeated herein, and detailed descriptions are not given to the first embodiment in this specification.
EXAMPLE III
Corresponding to the second embodiment of the present specification, the third embodiment of the present specification provides a drainage system including the sewage buffer tank in the second embodiment as shown in fig. 1 to 5, and it can be understood that the drainage system may be any drainage system in a pipe network system, such as a drainage system including a septic tank, a catch basin, and other tank bodies, and when the drainage system includes the sewage buffer tank provided in the second embodiment, the sewage buffer tank in the drainage system can be applied to replace the conventional buffer tank constructed by performing tedious construction operations such as formwork erection, steel bar arrangement, and mass pouring on site when sewage regulation and storage are required for the septic tank, the catch basin, or other tank body structures.
Specifically, a water inlet pipe 7 and a water discharge pipe 10 may be additionally provided on the basis of the sewage buffer tank provided in the second embodiment, and a pump 8 is provided in the water storage tank 1, so that the water storage tank 1 is communicated with the tank body 6 of the water discharge system through the water inlet pipe 7, and the pump 8 is communicated with the tank body 6 through the water discharge pipe 10. As a preferable scheme, the elevation of the connecting part of the water inlet pipe 7 and the tank body 6 is lower than that of the connecting part of the water outlet pipe 10 and the tank body 6. In the actual operation process, the tank body 6 can be respectively connected with an upstream pipeline and a downstream pipeline, the upstream pipeline can be a water outlet pipe of a septic tank, and the downstream pipeline can be a sewage discharge pipe, so that when water in the tank body 6 needs to be regulated in rainy days, a switch arranged on the sewage discharge pipe at the moment can be closed, the water in the septic tank firstly enters the tank body 6, when the water reaches a pipe orifice of the water inlet pipe 7 along with the rise of the liquid level, the water in the tank body 6 can flow into the water storage tank 1 through the water inlet pipe 7 under the action of gravity, and when the water reaches a pipe orifice of the water inlet pipe 7 in fine days, the switch arranged on the sewage discharge pipe is opened, the water in the water storage tank 1 is pumped into the tank body 1 of the drainage system through the drainage pipe 10 under the action of the pump 8, and the regulation and storage of the water in the tank body 1 are completed. Of course, it should be noted here that, in order to ensure that water discharged from the septic tank to the tank body 1 can be directly discharged from the sewage discharge pipe in a sunny day, in the first embodiment of the present description, the elevation of the connection portion between the water inlet pipe 7 and the tank body 6 is higher than the elevation of the sewage discharge pipe in the tank body 6. The sewage buffer pool in the second embodiment of the description is only inserted and fixed in the installation groove through the side packaging plate, and is detachably connected with the top splicing plate, meanwhile, the sealing body is arranged outside the side packaging plate and the top splicing plate, so that the assembled sewage storage device is quickly formed on site, the technical defects that the sewage storage device formed in a cast-in-place mode in the prior art is long in construction period, complex in operation and extremely low in construction efficiency are effectively overcome, and the sewage buffer pool has the technical characteristics of simplicity in operation and high construction efficiency.
Finally, it should be noted that the above embodiments are only for illustrating the technical solutions of the present invention and not for limiting, and although the present invention has been described in detail with reference to examples, it should be understood by those skilled in the art that modifications or equivalent substitutions may be made on the technical solutions of the present invention without departing from the spirit and scope of the technical solutions of the present invention, which should be covered by the claims of the present invention.
Claims (10)
1. A method of constructing a wastewater buffer tank, the method comprising:
a bottom plate presetting step, which is used for arranging a bottom plate at a foundation pit for installing the sewage buffer tank;
assembling the side packaging plates, namely assembling the side packaging plates on the bottom plate to form the side parts of the sewage buffer tank;
a top splicing plate assembling step, which is used for assembling a top splicing plate on the top of the side packaging plate to form the top of the sewage buffer pool;
and a sealing step, namely pouring and sealing the peripheral part of the water storage tank to form the sewage buffer tank.
2. The method according to claim 1, wherein the floor pre-setting step specifically comprises:
pouring is carried out at the foundation pit to form the bottom plate;
the bottom plate is provided with a mounting groove; the mounting groove comprises 2 first grooves and 2 second grooves, and any 1 first groove and 1 corresponding second groove are adjacently distributed on the bottom plate to form a square mounting area in a surrounding manner.
3. The method according to claim 2, wherein said side package panel assembling step comprises in particular:
inserting a corresponding first prefabricated side plate into each first groove;
and inserting a corresponding second prefabricated side plate into each second groove, so that the first prefabricated side plate and the second prefabricated side plate are encircled to form the side packaging plate.
4. The method of claim 3, wherein the top splice plate assembling step specifically comprises:
sequentially splicing a plurality of plastic arch modules to form the top splice plate;
detachably connecting the end section of the plastic arch module with the top of the first prefabricated side plate;
and (4) detachably connecting the middle section of the plastic arch module with the top of the second prefabricated side plate to form the top of the sewage buffer tank.
5. The method according to claim 1, wherein the floor pre-setting step specifically comprises:
pouring is carried out at the foundation pit to form the bottom plate;
the bottom plate is provided with a mounting groove; wherein, the mounting groove includes 1 first recess, 2 second recesses and 1 third recess, first recess respectively with 2 the second recess is adjacent to be distributed, the second recess respectively with 2 the second recess is adjacent to be distributed, first recess with the third recess is in the bottom plate sets up oppositely, in order to pass through first recess the second recess with the third recess surrounds and forms a square installation area.
6. The method according to claim 5, wherein said side package panel assembling step comprises in particular:
inserting a corresponding first prefabricated side plate into the first groove;
inserting a corresponding second prefabricated side plate into the second groove;
and inserting a corresponding middle prefabricated plate into the third groove, so that the first prefabricated side plate, the second prefabricated side plate and the middle prefabricated plate are enclosed to form the side packaging plate.
7. The method of claim 6, wherein the top splice plate assembling step specifically comprises:
assembling precast beams at the tops of the middle precast slabs;
sequentially splicing a plurality of plastic arch modules to form two top splice plates;
connecting one end section of each top splicing plate with the top of the corresponding first prefabricated side plate in a detachable mode;
connecting the other end section of each top splicing plate with the precast beam in a detachable manner;
and connecting the middle section of each top splicing plate with the second prefabricated side plate in a detachable mode to form two water storage pools.
8. The method according to any one of claims 1 to 7, wherein the sealing step comprises in particular:
and pouring plain concrete at the peripheral part of the water storage tank, and sealing the water storage tank.
9. The method of any one of claims 1-7, further comprising:
and arranging an access well on the top assembling plate.
10. The utility model provides a sewage buffer pool which characterized in that:
constructed by the method of any one of claims 1-9.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010634749.7A CN114351843A (en) | 2020-07-02 | 2020-07-02 | Method for constructing sewage buffer tank and sewage buffer tank constructed by method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010634749.7A CN114351843A (en) | 2020-07-02 | 2020-07-02 | Method for constructing sewage buffer tank and sewage buffer tank constructed by method |
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| Publication Number | Publication Date |
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| CN114351843A true CN114351843A (en) | 2022-04-15 |
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| CN202010634749.7A Pending CN114351843A (en) | 2020-07-02 | 2020-07-02 | Method for constructing sewage buffer tank and sewage buffer tank constructed by method |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105696698A (en) * | 2016-01-21 | 2016-06-22 | 武汉美华禹水环境有限公司 | Spliced-type storage tank structure |
| CN108360402A (en) * | 2018-01-18 | 2018-08-03 | 中国冶集团有限公司 | Assembled sewage-catching case contains and its construction method |
| CN207919724U (en) * | 2018-01-04 | 2018-09-28 | 安徽正一水务有限公司 | A kind of prefabricated assembled rainwater storage tank |
| CN208792418U (en) * | 2018-08-04 | 2019-04-26 | 苏州建设(集团)规划建筑设计院有限责任公司 | A kind of rainwater recycle pond |
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2020
- 2020-07-02 CN CN202010634749.7A patent/CN114351843A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105696698A (en) * | 2016-01-21 | 2016-06-22 | 武汉美华禹水环境有限公司 | Spliced-type storage tank structure |
| CN207919724U (en) * | 2018-01-04 | 2018-09-28 | 安徽正一水务有限公司 | A kind of prefabricated assembled rainwater storage tank |
| CN108360402A (en) * | 2018-01-18 | 2018-08-03 | 中国冶集团有限公司 | Assembled sewage-catching case contains and its construction method |
| CN208792418U (en) * | 2018-08-04 | 2019-04-26 | 苏州建设(集团)规划建筑设计院有限责任公司 | A kind of rainwater recycle pond |
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