CN115012384A - Anti-aging reinforcing system for building construction foundation - Google Patents

Anti-aging reinforcing system for building construction foundation Download PDF

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Publication number
CN115012384A
CN115012384A CN202210408951.7A CN202210408951A CN115012384A CN 115012384 A CN115012384 A CN 115012384A CN 202210408951 A CN202210408951 A CN 202210408951A CN 115012384 A CN115012384 A CN 115012384A
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CN
China
Prior art keywords
building
aging
foundation
model
information
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202210408951.7A
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Chinese (zh)
Inventor
吴杨生
徐建安
程琪
桂金节
江徐林
吴院平
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Anhui Kexu Construction Group Co ltd
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Anhui Kexu Construction Group Co ltd
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Application filed by Anhui Kexu Construction Group Co ltd filed Critical Anhui Kexu Construction Group Co ltd
Priority to CN202210408951.7A priority Critical patent/CN115012384A/en
Publication of CN115012384A publication Critical patent/CN115012384A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/10Geometric CAD
    • G06F30/13Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/20Design optimisation, verification or simulation
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F2119/00Details relating to the type or aim of the analysis or the optimisation
    • G06F2119/04Ageing analysis or optimisation against ageing

Abstract

The invention relates to the technical field of building construction, in particular to an anti-aging reinforcing system for a building construction foundation, which comprises a cloud server, a center console, an information acquisition unit and a reinforcing unit, wherein anti-aging software is installed in the cloud server, and comprises a model establishing module and an analysis processing module.

Description

Anti-aging reinforcing system for building construction foundation
Technical Field
The invention relates to the technical field of building construction, in particular to an anti-aging reinforcing system for a building construction foundation.
Background
The foundation refers to the soil or rock mass of the supporting foundation under the building. Soil layers as building foundations are divided into rocks, gravel soil, sandy soil, silt soil, cohesive soil and artificial filling soil. The foundation includes natural foundation and artificial foundation (composite foundation). Natural foundations are layers of natural soil that do not require human reinforcement. The artificial foundation needs reinforcement treatment by people, and a stone chip cushion layer, a sand cushion layer, mixed lime-soil backfill, tamping and the like are common. The foundation can cause the reduction of the supporting capability of the foundation after long-time environmental corrosion, and the safety of buildings is influenced.
At present, no system can monitor the aging degree of the foundation, and the anti-aging effect is poor.
In summary, the present invention provides an anti-aging reinforcing system for building construction foundation to improve this problem.
Disclosure of Invention
The invention aims to provide an anti-aging reinforcing system for a building construction foundation, which aims to solve the problems in the background technology.
In order to achieve the purpose, the invention provides the following technical scheme:
the utility model provides a building construction ground anti-aging reinforcement system, includes cloud ware, center console, information acquisition unit and consolidates the unit, the internally mounted of cloud ware has anti-aging software, anti-aging software includes model building module and analysis and processing module.
As a preferable scheme of the present invention, the center console and the cloud server, and the information acquisition unit and the cloud server are connected by optical fibers, and the center console is connected to the reinforcement unit by a 5G wireless network.
As a preferable aspect of the present invention, the information collecting unit includes various humidity sensors and hardness sensors, and the reinforcement unit includes various building construction equipment.
As a preferred scheme of the present invention, the specific analysis steps of the model building module are as follows: a worker inputs a building drawing into a cloud server through a center console, a model building module in anti-aging software analyzes the building design drawing, images of various building components in the building design drawing are determined, the images of the building components are analyzed, component information and position information are determined, the component information comprises the size of the building components in the building design drawing, the shape information of the building components and the material information of the building components, the position information comprises the positions of the building components in the building design drawing and the directions of the building components in the building design drawing, the component model of the building components is determined based on the component information, the component model is added into a three-dimensional building model based on the position information, and the pressure required to be borne by a foundation is calculated according to the three-dimensional building model.
As a preferred embodiment of the present invention, the specific analysis steps of the analysis processing model are: the information acquisition unit inputs acquired data information into the cloud server, an analysis processing module in the anti-aging software brings the input data into an aging formula to obtain an aging coefficient, and when the aging coefficient is larger than 15, the analysis processing module inputs a reinforcement instruction into the center console.
As a preferred scheme of the present invention, the concrete analysis steps of the reinforcement unit are as follows: a worker uses a punching machine to drill holes in a loose foundation soil body to be reinforced, a small number of tie bars are fixed in a plurality of holes in advance, then a reinforcement mesh is laid on the foundation, the tie bars are fixed in the rest tie bar holes, the tie bars and the reinforcement mesh are welded and fixed by adopting an electric welding method, grouting liquid is injected into the holes by adopting a pressure loading mode of graded pressurization, air is blown to the grouting liquid by using an air blower, and solidification of the grouting liquid is accelerated to form the composite foundation.
In a preferred embodiment of the present invention, the aging formula is a pressure/(1.37 × air humidity + lg foundation hardness) to which the foundation is subjected with an aging coefficient of 0.85 × and the time period for the information acquisition unit to acquire data is 3S to 5S.
As a preferable scheme of the invention, the aperture is 82 mm-85 mm, the hole spacing is 300 mm-450 mm, the hole depth is 2.1 m-2.5 m, the grouting liquid is a mixed liquid of ordinary portland cement and clay slurry, the grouting liquid is used according to the volume ratio of 1: 9, the water-cement ratio of the ordinary portland cement is 0.51, and the concentration of the clay slurry is 36% -38%.
Compared with the prior art, the invention has the beneficial effects that:
1. according to the invention, the collected data information is input into the cloud server through the information collection unit, the input data is brought into the aging formula by the analysis processing module in the anti-aging software to obtain the aging coefficient, when the aging coefficient is larger than 15, the surface foundation is aged, the aging degree of the foundation can be monitored in real time, and the anti-aging effect is good.
2. According to the invention, a hole is drilled on a loose foundation soil body to be reinforced by using a punching machine, a small number of tie bars are fixed in a plurality of holes in advance, then a reinforcing mesh is laid on the foundation, the tie bars are fixed in the rest tie bar holes, the tie bars and the reinforcing mesh are welded and fixed by adopting an electric welding method, grouting liquid is injected into the holes by adopting a pressure loading mode of graded pressurization, the grouting liquid is blown by using an air blower, the solidification of the grouting liquid is accelerated, a composite foundation is formed, and the aged foundation can be repaired.
Drawings
FIG. 1 is a schematic diagram of the overall hardware architecture of the present invention;
FIG. 2 is a block diagram of the system of the present invention.
In the figure: 1. a cloud server; 2. a center console; 3. a data acquisition unit; 4. a reinforcement unit; 5. anti-aging software; 6. a model building module; 7. and an analysis processing module.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, rather than all embodiments, and all other embodiments obtained by a person of ordinary skill in the art without any creative work based on the embodiments of the present invention belong to the protection scope of the present invention.
While several embodiments of the present invention will be described more fully hereinafter with reference to the accompanying drawings, in order to facilitate an understanding of the invention, the invention may be embodied in many different forms and should not be construed as limited to the embodiments set forth herein, but rather should be construed to provide a more complete disclosure of the invention.
It will be understood that when an element is referred to as being "secured to" another element, it can be directly on the other element or intervening elements may also be present, that when an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present, and that the terms "vertical", "horizontal", "left", "right" and the like are used herein for descriptive purposes only.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs, and the terms used herein in the specification of the present invention are for the purpose of describing particular embodiments only and are not intended to limit the present invention, and the term "and/or" as used herein includes any and all combinations of one or more of the associated listed items.
Referring to fig. 1-2, the present invention provides a technical solution:
the utility model provides a building construction ground anti-aging reinforcement system, includes cloud ware 1, well accuse platform 2, information acquisition unit 3 and consolidates unit 4, and the internally mounted of cloud ware 1 has anti-aging software 5, and anti-aging software 5 includes model building module 6 and analysis and processing module 7.
Further, the center console 2 is connected with the cloud server 1 through optical fibers, the information acquisition unit 3 is connected with the cloud server 1 through optical fibers, and the center console 2 is connected with the reinforcement unit 4 through a 5G wireless network.
Further, the information collecting unit 3 includes various humidity sensors and hardness sensors, and the reinforcement unit 4 includes various construction equipment.
Further, the specific analysis steps of the model building module 6 are as follows: a worker inputs a building drawing into a cloud server through a center console, a model building module 6 in anti-aging software 5 analyzes the building design drawing, images of various building components in the building design drawing are determined, the images of the building components are analyzed, component information and position information are determined, the component information comprises the size of the building components in the building design drawing, shape information of the building components and material information of the building components, the position information comprises the positions of the building components in the building design drawing and the directions of the building components in the building design drawing, the component model of the building components is determined based on the component information, the component model is added into a three-dimensional building model based on the position information, and pressure required to bear a foundation is calculated according to the three-dimensional building model.
Further, the specific analysis steps of the analysis processing model are as follows: the information acquisition unit 3 inputs acquired data information into the cloud server 1, the analysis processing module in the anti-aging software 5 brings the input data into an aging formula to obtain an aging coefficient, and when the aging coefficient is larger than 15, the analysis processing module inputs a reinforcement instruction into the center console.
Further, the concrete analysis steps of the reinforcing unit 4 are as follows: a worker uses a punching machine to drill holes in a loose foundation soil body to be reinforced, a small number of tie bars are fixed in a plurality of holes in advance, then a reinforcement mesh is laid on the foundation, the tie bars are fixed in the rest tie bar holes, the tie bars and the reinforcement mesh are welded and fixed by adopting an electric welding method, grouting liquid is injected into the holes by adopting a pressure loading mode of graded pressurization, air is blown to the grouting liquid by using an air blower, and solidification of the grouting liquid is accelerated to form the composite foundation.
Further, the aging formula is the pressure born by the foundation/1.37 air humidity + lg hardness of the foundation with the aging coefficient of 0.85, and the time period for the information acquisition unit 3 to acquire data is 3S-5S.
Furthermore, the aperture is 82 mm-85 mm, the hole spacing is 300 mm-450 mm, the hole depth is 2.1 m-2.5 m, the grouting liquid is a mixed liquid of ordinary portland cement and clay slurry, the grouting liquid is used according to the volume ratio of 1: 9, the water cement ratio of the ordinary portland cement is 0.51, and the concentration of the clay slurry is 36% -38%. The specific implementation case is as follows:
the specific analysis steps of the model building module 6 are as follows: inputting a building drawing into a cloud server through a center console by a worker, analyzing the building design drawing by a model establishing module 6 in anti-aging software 5, determining images of various building components in the building design drawing, analyzing the images of the building components, determining component information and position information, wherein the component information comprises the size of the building component in the building design drawing, the shape information of the building component and the material information of the building component, the position information comprises the position of the building component in the building design drawing and the orientation of the building component in the building design drawing, determining a component model of the building component based on the component information, adding the component model into a three-dimensional building model based on the position information, and calculating the pressure required to bear a foundation according to the three-dimensional building model;
the information acquisition unit 3 inputs the acquired data information into the cloud server 1, the time period of data acquisition by the information acquisition unit 3 is 5S, the analysis processing module in the anti-aging software 5 brings the input data into an aging formula, the aging formula is that the aging coefficient is 0.85 pressure born by a foundation/1.37 air humidity + lg foundation hardness, the aging coefficient is obtained, when the aging coefficient is more than 15, the analysis processing module inputs a reinforcement instruction into a central control platform, a worker uses a punching machine to drill holes on loose foundation soil body to be reinforced, the hole diameter is 85mm, the hole spacing is 450mm, the hole depth is 2.5m, a small number of tie bars are fixed in a plurality of holes in advance, then a reinforcing bar net is laid on the foundation, tie bars are fixed in the rest tie bar holes, the tie bars and the reinforcing bar net are welded and fixed by adopting an electric welding method, grouting liquid is injected into the holes by adopting a pressure loading mode of graded pressurization, the grouting liquid is a mixed liquid of ordinary portland cement and clay slurry, the grouting liquid is used according to the volume ratio of 1: 9, the water-cement ratio of the ordinary portland cement is 0.51, the concentration of the clay slurry is 38%, the slurry is blown by an air blower, the solidification of the slurry is accelerated, and the composite foundation is formed.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (8)

1. The utility model provides a building construction ground anti-aging reinforcing system, includes cloud ware (1), well accuse platform (2), information acquisition unit (3) and consolidates unit (4), its characterized in that: the cloud service (1) is internally provided with anti-aging software (5), and the anti-aging software (5) comprises a model establishing module (6) and an analysis processing module (7).
2. The anti-aging reinforcing system for the building construction foundation as claimed in claim 1, wherein: the central console (2) is connected with the cloud server (1) and the information acquisition unit (3) is connected with the cloud server (1) through optical fibers, and the central console (2) is connected with the reinforcing unit (4) through a 5G wireless network.
3. The anti-aging reinforcing system for the building construction foundation as claimed in claim 1, wherein: the information acquisition unit (3) comprises various humidity sensors and hardness sensors, and the reinforcing unit (4) comprises various building construction equipment.
4. The anti-aging reinforcing system for the building construction foundation as claimed in claim 1, wherein: the specific analysis steps of the model building module (6) are as follows: a worker inputs a building drawing into a cloud server through a center console, a model building module (6) in anti-aging software (5) analyzes the building design drawing, determines images of various building components in the building design drawing, analyzes the images of the building components, determines component information and position information, wherein the component information comprises the size of the building components in the building design drawing, the shape information of the building components and the material information of the building components, the position information comprises the positions of the building components in the building design drawing and the directions of the building components in the building design drawing, determines a component model of the building components based on the component information, adds the component model into a three-dimensional building model based on the position information, and calculates the pressure required to bear a foundation according to the three-dimensional building model.
5. The anti-aging reinforcing system for the building construction foundation as claimed in claim 1, wherein: the specific analysis steps of the analysis processing model are as follows: the information acquisition unit (3) inputs acquired data information into the cloud server (1), an analysis processing module in the anti-aging software (5) brings the input data into an aging formula to obtain an aging coefficient, and when the aging coefficient is larger than 15, the analysis processing module inputs a reinforcement instruction into the center console.
6. The anti-aging reinforcing system for the building construction foundation as claimed in claim 1, wherein: the concrete analysis steps of the reinforcing unit (4) are as follows: a worker uses a punching machine to drill holes in a loose foundation soil body to be reinforced, a small number of tie bars are fixed in a plurality of holes in advance, then a reinforcement mesh is laid on the foundation, the tie bars are fixed in the rest tie bar holes, the tie bars and the reinforcement mesh are welded and fixed by adopting an electric welding method, grouting liquid is injected into the holes by adopting a pressure loading mode of graded pressurization, air is blown to the grouting liquid by using an air blower, and solidification of the grouting liquid is accelerated to form the composite foundation.
7. The anti-aging reinforcing system for the building construction foundation as claimed in claim 5, wherein: the aging coefficient is 0.85% of pressure/(1.37% of air humidity + lg foundation hardness) borne by the foundation, and the time period for the information acquisition unit (3) to acquire data is 3S-5S.
8. The anti-aging reinforcing system for the building construction foundation as claimed in claim 6, wherein: the pore diameter is 82 mm-85 mm, the pore spacing is 300 mm-450 mm, the pore depth is 2.1 m-2.5 m, the grouting liquid is a mixed liquid of ordinary portland cement and clay slurry, the grouting liquid is used according to the volume ratio of 1: 9, the water cement ratio of the ordinary portland cement is 0.51, and the concentration of the clay slurry is 36% -38%.
CN202210408951.7A 2022-04-19 2022-04-19 Anti-aging reinforcing system for building construction foundation Pending CN115012384A (en)

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CN202210408951.7A CN115012384A (en) 2022-04-19 2022-04-19 Anti-aging reinforcing system for building construction foundation

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CN115012384A true CN115012384A (en) 2022-09-06

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2074927C1 (en) * 1993-12-22 1997-03-10 Ярославский государственный технический университет Ground stabilization method
CN111172963A (en) * 2019-12-31 2020-05-19 湖北巨闽工程技术有限公司 Foundation reinforcing method
CN112949206A (en) * 2021-03-23 2021-06-11 夏妙水 Anti-aging reinforcing system for building construction foundation
CN113111411A (en) * 2021-03-24 2021-07-13 湖南城市学院 System and method for reinforcing deep silt foundation
US20220035962A1 (en) * 2021-10-14 2022-02-03 Shenzhen Xkool Technology Co., Ltd. Building design method, device, system and storage medium

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2074927C1 (en) * 1993-12-22 1997-03-10 Ярославский государственный технический университет Ground stabilization method
CN111172963A (en) * 2019-12-31 2020-05-19 湖北巨闽工程技术有限公司 Foundation reinforcing method
CN112949206A (en) * 2021-03-23 2021-06-11 夏妙水 Anti-aging reinforcing system for building construction foundation
CN113111411A (en) * 2021-03-24 2021-07-13 湖南城市学院 System and method for reinforcing deep silt foundation
US20220035962A1 (en) * 2021-10-14 2022-02-03 Shenzhen Xkool Technology Co., Ltd. Building design method, device, system and storage medium

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Application publication date: 20220906