CN210480898U

CN210480898U - Water pool structure with optimized stress model

Info

Publication number: CN210480898U
Application number: CN201920846767.4U
Authority: CN
Inventors: 段湘林
Original assignee: Shanghai Shuinuo Environmental Protection Technology Co Ltd
Current assignee: Shanghai Shuinuo Environmental Protection Technology Co Ltd
Priority date: 2019-06-06
Filing date: 2019-06-06
Publication date: 2020-05-08
Anticipated expiration: 2029-06-06

Abstract

The utility model discloses a pond structure that atress model optimizes, including the cell body frame, the cell body frame is square structure, the cell body frame includes the bottom of the pool of bottom and pool wall all around is constituteed, the bottom of the pool is horizontal and vertically all is equipped with the floorbar, be equipped with the straining beam directly over the floorbar, be equipped with the gird directly over the straining beam, inside the burying of straining beam offsets prestressing steel for the pulling force, the pool wall is connected at the floorbar both ends, the floorbar both ends are equipped with the pool wall junction and hold up the pilaster, hold up the pilaster upper end and connect the straining beam, the floorbar is connected to the lower extreme, be equipped with the constructional column in the middle of the floorbar, the ring beam is connected to the constructional column upper end, and the floorbar is connected to the lower extreme, both ends are connected through enclosing the wall between straining beam and. The structure adopts the components such as the ground beam, the tension beam, the ring beam, the buttress column, the constructional column, the enclosure wall and the like, and the stress mode of all the components and the device is converted into a relatively concentrated load form from distributed load, so that the cost of construction materials is reduced.

Description

Water pool structure with optimized stress model

Technical Field

The utility model relates to a model structure technical field, concretely relates to pond structure that atress model optimizes.

Background

At present, the problem of environmental pollution causes wide attention of various communities in China, the construction of a sewage plant is an important way for solving the pollution problem, the design of a sewage pool structure in the sewage plant is an important content related to the construction of the sewage plant, and the construction scheme of the sewage pool directly influences the cost and the construction difficulty.

The structural design of the traditional sewage pool adopts a wallboard structure, bricks or building blocks, reinforced concrete or prestressed concrete are used as walls, and the stress mode of all components and devices is a distributed load mode, so that the self weight of the traditional sewage pool is larger, the construction materials are consumed, and the construction cost is increased.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a pond structure that atress model is optimized to solve the problem that proposes among the above-mentioned background art. In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a pond structure that atress model optimizes, includes the cell body frame, the cell body frame is square structure, the cell body frame includes the bottom of the pool of bottom and pool wall all around is constituteed, the bottom of the pool transversely all is equipped with two grade beams with vertically, grade beam and bottom of the pool are connected, be equipped with the straining beam directly over the grade beam, be equipped with the gird directly over the straining beam, the straining beam is inside to be buried underground and offset the prestressing steel for the pulling force, the pool wall is connected at grade beam both ends, grade beam both ends are equipped with the buttress post with pool wall junction inboard, the straining beam is connected to buttress post upper end, and the grade beam is connected to the lower extreme, be equipped with two constructional columns in the middle of the grade beam, the collar beam is connected to constructional column upper end, and the ground beam is connected to the lower extreme, both ends are connected through enclosing wall between straining beam and the collar beam.

Preferably, the enclosure wall connected with the upper side of the same tie beam and the buttress columns connected with the lower side of the same tie beam are arranged in an aligned manner in a vertical space, and the constructional column I and the constructional column connected with the upper side and the lower side of the same tie beam are arranged in an aligned manner in a vertical space.

Preferably, the prestressing steel for counteracting the pulling force is provided with a plurality of groups and is buried in the inside of the pulling beam.

Preferably, the ground beam and the corresponding tie beams and ring beams can be arranged in multiple groups according to the area of the tank body frame. The utility model discloses a technological effect and advantage: the structure adopts the components of ground beams, tension beams, ring beams, buttress columns, constructional columns and enclosure walls, and the stress mode of all the components and the device is converted into a relatively concentrated load form from distributed load, so that the construction materials are greatly reduced, and the construction cost is reduced; the structure adopts the optimized stress calculation scale of about 6m square, the bearing capacity of each component is utilized to the maximum extent, the construction materials are reduced, and the construction cost is reduced; meanwhile, the water treatment tank is designed in a modularized way, so that the structure and the process design are simplified; the structure has the advantages that the tension beam bears larger tension, the prestress of the prestressed reinforcement is skillfully utilized in the structure to offset the tension which the tension beam needs to bear, the size of the tension beam is effectively reduced, and the construction cost is further reduced; the pool-shaped structure enables spaces among the constructional columns, between the constructional columns and the buttress columns and between the constructional columns and the enclosure wall to be filled with light materials easily, and compared with a traditional structural model, the structure reduces the design cost by more than 30%.

Drawings

Fig. 1 is a plan view of the present invention;

fig. 2 is a sectional layout view along the direction a-a in the floor plan of the present invention shown in fig. 1.

In the figure: 1-tank frame, 2-ground beam, 3-tension beam, 4-ring beam, 5-prestressed reinforcement for counteracting tension, 6-buttress column, 7-constructional column, 8-enclosure wall, 9-constructional column I, 101-tank bottom and 102-tank wall.

Detailed Description

In order to make the technical means, the creative features, the objectives and the functions of the present invention easily understood and appreciated, the present invention will be further described with reference to the specific drawings, and in the description of the present invention, unless otherwise specified or limited, the terms "mounted," connected "and" connected "should be understood broadly, and for example, the terms" fixed connection, "detachable connection," integral connection, mechanical connection, and electrical connection may be used; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements.

Example 1

The pool structure optimized by the stress model shown in fig. 1 and fig. 2 comprises a pool body frame 1, wherein the pool body frame 1 is of a square structure, the pool body frame 1 comprises a bottom pool bottom 101 and peripheral pool walls 102, the pool bottom 101 is transversely and longitudinally provided with two ground beams 2, the ground beams 2 are connected with the pool bottom 101, a draw beam 3 is arranged right above the ground beam 2, a ring beam 4 is arranged right above the draw beam 3, a prestressed reinforcement 5 for counteracting tension is embedded in the draw beam 3, the two ends of the ground beam 2 are connected with the pool walls 102, the inner side of the joint of the two ends of the ground beam 2 and the pool walls 102 is provided with a buttress column 6, the upper end of the buttress column 6 is connected with the draw beam 3, the lower end of the buttress column is connected with the ground beam 2, the middle of the ground beam 2 is provided with two constructional columns 7, the upper end of the constructional column 7 is connected with the ring beam 4, the lower end of the buttress column 2 is connected with the ground beam 3 and the ring beam 4 through a, the middle is connected through a construction column I9.

Example 2

Preferably, the enclosure wall 8 connected to the upper side and the buttress column 6 connected to the lower side of the same tie beam 3 are vertically aligned, and the constructional column I9 and the constructional column 7 connected to the upper side and the lower side of the same tie beam are vertically aligned.

Preferably, a plurality of groups of the prestressed reinforcements 5 for counteracting the tensile force are embedded in the tension beam 3.

Preferably, the ground beam 2 and the corresponding tie beams 3 and ring beams 4 can be arranged in multiple groups according to the area of the tank body frame 1.

The utility model discloses process flow and theory of operation do: the whole pool body can be combined by a plurality of square frame units, the number of the ground beams 2 and the corresponding tension beams 3 and the number of the ring beams 4 are set according to the combination of the square frame units, and a stress mode is converted into a relatively concentrated load form from distributed load through the components of the ground beams 2, the tension beams 3, the ring beams 4, the buttress columns 6, the constructional columns 7, the constructional columns I9 and the enclosure walls 8.

Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications and variations can be made in the embodiments or in part of the technical features of the present invention without departing from the spirit and the principles of the present invention.

Claims

1. The utility model provides a pond structure that atress model was optimized, includes cell body frame, its characterized in that: the cell body frame is square structure, the cell body frame includes the bottom of the pool of bottom and pond wall all around is constituteed, the bottom of the pool transversely all is equipped with the grade beam with vertically, grade beam and bottom of the pool are connected, be equipped with the straining beam directly over the grade beam, be equipped with the gird directly over the straining beam, the straining beam is inside to be buried underground and has offset the prestressing steel for the pulling force, the pond wall is connected at the grade beam both ends, the grade beam both ends are equipped with the buttress post with pond wall junction inboard, the straining beam is connected to buttress post upper end, and the grade beam is connected to the lower extreme, be equipped with two constructional columns in the middle of the grade beam, the gird is connected to constructional column upper end, and the grade beam is connected to the lower extreme, both ends are connected through the enclosure wall between straining beam and the gird, and.

2. The pool structure optimized by the stress model as claimed in claim 1, wherein: the enclosure wall connected with the upper side of the same tie beam and the buttress columns connected with the lower side of the same tie beam are arranged in an aligned mode in a vertical space, and the constructional columns I and the constructional columns connected with the upper side and the lower side of the same tie beam are arranged in an aligned mode in the vertical space.

3. The pool structure optimized by the stress model as claimed in claim 1, wherein: and the prestressed reinforcements for counteracting the pulling force are provided with a plurality of groups and are embedded in the straining beam.

4. The pool structure optimized by the stress model as claimed in claim 1, wherein: the ground beams and the corresponding tie beams and ring beams can be arranged in multiple groups according to the area of the frame of the tank body.