CN102495965A - System and method for calculating concrete pumping pressure of super high-rise building - Google Patents
System and method for calculating concrete pumping pressure of super high-rise building Download PDFInfo
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- CN102495965A CN102495965A CN2011104075959A CN201110407595A CN102495965A CN 102495965 A CN102495965 A CN 102495965A CN 2011104075959 A CN2011104075959 A CN 2011104075959A CN 201110407595 A CN201110407595 A CN 201110407595A CN 102495965 A CN102495965 A CN 102495965A
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Abstract
The invention discloses a method for calculating the concrete pumping pressure of a super high-rise building. The method comprises, but is not sequentially limited to, the following steps of: a, establishing a calculation method implementation layer, and editing calculation modules based on different calculation formulae in the calculation method implementation layer; b, establishing a basic database layer, and storing external basic data which are required by different calculation modules in the basic database layer; c, inputting calculation conditions through a user interface layer; d, selecting the corresponding calculation modules by the calculation method implementation layer according to the calculation conditions which are input by the user interface layer, and calling the corresponding external basic data from the basic database layer for calculation; and 3, outputting a calculation result through the user interface layer. The method provided by the invention is a modular, hierarchical and open-type calculation method by taking various kinds of calculation methods as the core and on the basis of an open-type database. By adoption of the method, various kinds of calculation results of the concrete pumping pressure of the super high-rise building can be obtained by one-time calculation, so that the mutual validation and check of various kinds of methods are realized.
Description
Technical field
The present invention relates to a kind of concrete pumping pressure computing system, particularly relate to a kind of based on the modularization that is used for the calculating of superelevation layer concrete pumping pressure of multiple computing method, open system.
Background technology
In the concrete construction, along with the increase of pumping height, discharge pressure also improves constantly.Yet the theoretical system of present high-rise concrete pumping technique is imperfection also.For the concrete pumping pressure of high level, most of device fabrication units and unit in charge of construction also do not have comparatively accurate method of calculation and system.Now concrete pumping pressure calculates and mostly need search related specifications, chooses parameter, calculates more loaded down with trivial details, nor accurate.
Through existing literature search being found concrete pumping pressure calculates normally and carries out with reference to JGJ/T 10-95 " concrete pumping operating technique rules " or some experimental formulas at present.Delivered article " superelevation layer pumping construction technology " like people such as Li Bo in " science and technology navigation " the 5th phase in 2009.This article carries out according to following step for the calculating of concrete pumping pressure: 1) according to JGJ/T 10-1995 vertical pipe, tilted tube, elbow, Taper Pipe, flexible pipe conversion are horizontal pipe; 2) according to the horizontal pipe pressure loss of S.Morinaga formula unit of account length; 3) long-pending according to the pressure loss of conversion horizontal pipe total length and unit length, calculate main pump and send resistance; 4) the additional pumping resistance of calculating concrete pump remainder; 5) calculate main pump and send resistance and additional pumping resistance sum, obtain overall pumping resistance.Zheng Jie has delivered " several kinds of computing method of concrete pumping pressure " in " commerical ready-mixed concrete " 2009 the 9th phases.Summed up some computing formula and method commonly used at present.
Aforementioned calculation method and formula are based on basically all that experience or semiempirical formula obtain, and error is bigger.Therefore need to adopt multiple computing method to compare, check calculating.Because the limitation of method therefor, result's accuracy often are difficult to guarantee.In addition, required computational data generally all is to search existing handbook or reference book, carries out hand computation, and this process is numerous and diverse, and easy error.
Summary of the invention
The technical matters that the present invention will solve is to provide a kind of computing system and method for concrete duct pumping pressure, thereby has solved that the high-rise building concrete pumping pressure error of calculation is big, computation process complicated difficulty and problem such as be prone to make mistakes.
For solving the problems of the technologies described above; The invention discloses a kind of high-rise building concrete pumping pressure computing method; Comprise but order is not limited to following steps: a. sets up computing method and realizes layer, and said computing method realize the computing module of layer inediting based on the various computing formula; B. set up a basic database layer, the required outside basic data of the said various computing module of storage in said basic database layer; C. through user interface layer input design conditions; D. said computing method realize the design conditions selection corresponding calculated module of layer according to said user interface layer input, and call corresponding outside basic data from said basic database layer and calculate; E. through said user interface layer output result of calculation.
Further improvement of the present invention is that said method further comprises through said user interface layer the data of storing in the said basic database layer is carried out editing steps.
Further improvement of the present invention is that said method comprises that further said computing method realize that layer carries out through an outside finite element interface and outside finite element program alternately.
Further improvement of the present invention is that said method comprises that further said basic database layer obtains outside result of finite element through an outside finite element interface.
The present invention is to be core with multiple computing method, the modularization that is the basis with the open type data storehouse, stratification, open computing method.Utilize this method, can obtain the multiple result of calculation of high-rise building concrete pumping pressure through once calculating, thereby realize the mutual checking and the check of the whole bag of tricks.Simultaneously; The open type data storehouse allows the user rule of thumb or the improvement of standard; Enrich constantly existing computational data and method, thus the development in later stage reduced, solved that the high-rise building concrete pumping pressure error of calculation is big, computation process complicated difficulty and problem such as be prone to make mistakes.
The invention also discloses a kind of high-rise building concrete pumping pressure computing system, it is characterized in that comprising: a user interface layer is used for the input of design conditions and the output of result of calculation; One computing method realize layer; Communicate by letter through interactive interface with said user interface layer and to be connected; Said computing method realize that layer comprises multiple computing module based on the various computing formula, select the corresponding calculated module to calculate according to the design conditions of said user interface layer input; One basic database layer is realized with said computing method that layer is communicated by letter through interactive interface and is connected, comprise said computing method realize layer in the required outside basic data of each computing module.
Further improvement of the present invention is that said basic database layer is communicated by letter through interactive interface with said user interface layer and is connected.
Further improvement of the present invention is that said computing method realize that layer includes and the mutual interface of outside finite element program.
Further improvement of the present invention is that said basic database layer comprises the outside finite element interface that is used to obtain outside result of finite element.
Description of drawings
Fig. 1 computing system structured flowchart of the present invention;
Fig. 2 the present invention is designated as the main program flow chart of example with the former capital of JGJ/T 10-95;
Fig. 3 computing method process flow diagram of the present invention.
Embodiment
Below in conjunction with specific embodiment the present invention is described further.
See also shown in Figure 1ly, computing system structure of the present invention is divided into three layers: user interface (graphical Portal) layer 10, computing method realize layer 20 and basic database layer 30, wherein:
Computing method realize the computing module that layer 20 comprises based on distinct methods such as new and old GB formula, Architectural Institute of Japan's recommended formula, experimental formula and Finite Element Methods.This layer comprises and other two-layer mutual database interface module and user interface layer interface module.The external frame of this layer realizes and can realize based on VC++.Inner each functional module can adopt distinct methods to realize.Cooperate shown in Figure 2, for the former capital with JGJ/T 10-95 be designated as the example main program flow chart.In addition, computing method realize that layer 20 also includes an outside finite element interface, are used for carrying out alternately with outside finite element program, realize the computing method based on finite element.
Below cooperate Fig. 3 to further describe the idiographic flow that utilizes computing method of the present invention to calculate the high-rise building concrete pumping pressure, it mainly comprises but order is not limited to following steps:
A. set up computing method and realize layer 20; Said computing method realize the computing module of layer inediting based on the various computing formula, for example based on the computing module of distinct methods such as new and old GB formula, Architectural Institute of Japan's recommended formula, experimental formula and Finite Element Method;
B. set up a basic database layer 30, storage above-mentioned various computing module required outside basic data in said basic database layer 30 is like conversion numerical value, empirical data and result of finite element of stipulating in the standard or the like.Special;
C. through a user interface layer 10 input design conditions, specifically be to extract pipeline information in the present embodiment, through an extraction tube stroke pressure loss calculating parameter module be set and extract calculating parameter through a pipeline horizontal length conversion module;
D. computing method realize the design conditions selection corresponding calculated module of layer 20 according to said user interface layer 10 inputs; Three kinds of computing modules have been chosen in the present embodiment; Be respectively computing module based on former capital mark formula JGJ/T 10-95; Based on the computing module of Architectural Institute of Japan's recommended formula and based on the computing module of correction formula, and calculate from the outside basic data that said basic database layer 30 calls corresponding above-mentioned three kinds of computing modules;
E. through said user interface layer output result of calculation;
F. end user's contact bed quantizes comparison through a contrast and analysis module to the difference between the said result of calculation, and the output final calculation result.
Claims (9)
1. high-rise building concrete pumping pressure computing method is characterized in that comprising but order is not limited to following steps:
A. set up computing method and realize layer, said computing method realize the computing module of layer inediting based on the various computing formula;
B. set up a basic database layer, the required outside basic data of the said various computing module of storage in said basic database layer;
C. through user interface layer input design conditions;
D. said computing method realize the design conditions selection corresponding calculated module of layer according to said user interface layer input, and call corresponding outside basic data from said basic database layer and calculate;
E. through said user interface layer output result of calculation.
2. computing method according to claim 1, it is characterized in that said method further comprises through said user interface layer carries out editing steps to the data of storing in the said basic database layer.
3. computing method according to claim 1 is characterized in that said method comprises that further said computing method realize that layer carries out through an outside finite element interface and outside finite element program alternately.
4. computing method according to claim 1 is characterized in that said method comprises that further said basic database layer obtains outside result of finite element through an outside finite element interface.
5. computing method according to claim 1 is characterized in that said method comprises that further said user interface layer quantizes comparison through a contrast and analysis module to the difference between the said result of calculation, and the output final calculation result.
6. high-rise building concrete pumping pressure computing system is characterized in that comprising:
One user interface layer is used for the input of design conditions and the output of result of calculation;
One computing method realize layer; Communicate by letter through interactive interface with said user interface layer and to be connected; Said computing method realize that layer comprises multiple computing module based on the various computing formula, select the corresponding calculated module to calculate according to the design conditions of said user interface layer input;
One basic database layer is realized with said computing method that layer is communicated by letter through interactive interface and is connected, comprise said computing method realize layer in the required outside basic data of each computing module.
7. computing system according to claim 6 is characterized in that, said basic database layer is communicated by letter through interactive interface with said user interface layer and is connected.
8. according to claim 6 or 7 described computing systems, it is characterized in that said computing method realize that layer includes and the mutual interface of outside finite element program.
9. according to claim 6 or 7 described computing systems, it is characterized in that said basic database layer comprises the outside finite element interface that is used to obtain outside result of finite element.
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| CN1877561A (en) * | 2005-06-10 | 2006-12-13 | 乐必峰软件公司 | System and method for recalculating analysis report of 3d scan data |
| CN101286210A (en) * | 2007-04-11 | 2008-10-15 | 中国科学院地理科学与资源研究所 | Populace space distribution numerical simulation system |
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- 2011-12-08 CN CN2011104075959A patent/CN102495965A/en active Pending
Patent Citations (2)
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| CN1877561A (en) * | 2005-06-10 | 2006-12-13 | 乐必峰软件公司 | System and method for recalculating analysis report of 3d scan data |
| CN101286210A (en) * | 2007-04-11 | 2008-10-15 | 中国科学院地理科学与资源研究所 | Populace space distribution numerical simulation system |
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| 巴凌真等: "超高层混凝土泵送施工技术研究进展", 《2008年超高层混凝土泵送与超高性能混凝土技术的研究与应用国际研讨会论文集》 * |
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Application publication date: 20120613 |