Processing method and device for reinforced concrete beam component parameter table

Abstract

The embodiment of the invention relates to a processing method and device for a reinforced concrete beam component parameter table. The method comprises the steps that a beam component parameter set input by a user is received and recorded as a corresponding first set; according to the first set, the diameter-interval parameter pairs of the beam member stirrups are configured to obtain a corresponding first parameter table; and displaying the beam component parameters according to the first set and the first parameter table. According to the method, the influence of artificial factors can be eliminated, a uniform stirrup spacing estimation mode is provided, and the purposes of improving the working efficiency and improving the data universality are achieved.

Description

Technical Field

[0001] The present invention relates to the technical field of data processing, and in particular to a method and device for processing a reinforced concrete beam component parameter table. Background Art

[0002] At present, most conventional rectangular cross-section reinforced concrete beam components (referred to as reinforced concrete beam components) use ordinary strength steel bars (referred to as basic strength steel bars) as stirrup materials. With the application and promotion of various types of high-strength steel products, if high-strength steel bars are used to replace basic strength steel bars in the design process of the above-mentioned reinforced concrete beam components, then in principle, the number of stirrup materials used can be reduced and the manufacturing cost of reinforced concrete beam components can be reduced. However, in the specific design process, designers need to do a lot of beam component parameter estimation work, such as estimating the stirrup spacing parameters of high-strength stirrups of different diameters based on the known volume stirrup ratio-longitudinal reinforcement stress-stirrup strength correspondence table. However, this type of parameter estimation work is currently basically completed by manual calculation and there is no unified estimation method. This manual processing mode without a unified estimation method not only has low work efficiency, but also the estimation results output under different methods are difficult to compare horizontally. Summary of the invention

[0003] The purpose of the present invention is to provide a method, device, electronic device and computer-readable storage medium for processing parameter tables of reinforced concrete beam components in view of the defects of the prior art. After receiving the beam component parameter set input by the user, the present invention first configures the diameter-spacing parameter pairs of the stirrups of the beam component according to the parameter set to obtain a corresponding parameter table, and then displays the beam component parameters according to the parameter set and the parameter table. The present invention can get rid of the influence of artificial factors, provide a unified method for estimating the stirrup spacing, and achieve the purpose of improving work efficiency and data versatility.

[0004] To achieve the above-mentioned purpose, a first aspect of an embodiment of the present invention provides a method for processing a reinforced concrete beam component parameter table, the method comprising:

[0005] The beam component parameter set received from the user is recorded as a corresponding first set;

[0006] According to the first set, the diameter-spacing parameter pairs of the stirrups of the beam member are configured to obtain a corresponding first parameter table;

[0007] The beam component parameters are displayed according to the first set and the first parameter table.

[0008] Preferably, the first set includes a first parameter list and a second parameter list;

[0009] The first parameter list includes the concrete strength of the beam component, the cross-sectional width of the beam component, the cross-sectional height of the beam component and the protective layer thickness of the beam component;

[0010] The second parameter list includes the number of first stirrup reinforcement legs m 1 ×n 1 , the first stirrup diameter set and the first corresponding relationship table;

[0011] The number of the first stirrup reinforcement limbs is m 1 ×n 1 m 1 、n 1 are the number of stirrups in the width and height directions of the member section, respectively;

[0012] The first stirrup diameter set includes a plurality of first stirrup diameters;

[0013] The first correspondence table is a correspondence table for reflecting the correspondence between the volume stirrup ratio-longitudinal reinforcement stress-stirrup strength of the concrete beam component under the concrete strength of the beam component corresponding to the concrete strength of the beam component; the first correspondence table includes a plurality of first correspondence records; the first correspondence record includes a first volume stirrup ratio field and a first longitudinal reinforcement stress-stirrup strength pair field; the first longitudinal reinforcement stress-stirrup strength pair field includes a plurality of first longitudinal reinforcement stress-stirrup strength pairs; the first longitudinal reinforcement stress-stirrup strength pair includes a first longitudinal reinforcement stress value and a first stirrup strength value;

[0014] The first parameter table includes multiple first parameter records; the first parameter record includes a second volume stirrup ratio field, a second longitudinal reinforcement stress-stirrup strength pair field and a first diameter-spacing parameter pair field; the second longitudinal reinforcement stress-stirrup strength pair field includes multiple second longitudinal reinforcement stress-stirrup strength pairs; the second longitudinal reinforcement stress-stirrup strength pair includes a second longitudinal reinforcement stress value and a second stirrup strength value; the first diameter-spacing parameter pair field includes multiple first diameter-spacing parameter pairs; the first diameter-spacing parameter pair of the first diameter-spacing parameter pair field corresponds one-to-one to the first stirrup diameter of the first stirrup diameter set; the first diameter-spacing parameter pair includes a second stirrup diameter and a first stirrup spacing.

[0015] Preferably, configuring the diameter-spacing parameter pairs of the stirrups of the beam member according to the first set to obtain a corresponding first parameter table specifically includes:

[0016] Step 31, determining a volume stirrup ratio formula for a reinforced concrete beam member;

[0017] The volume stirrup ratio formula is:

[0018]

[0019] in,

[0020] b cor =b-2(c+d 1 / 2),

[0021] h cor =h-2(c+d 2 / 2),

[0022] A cor =b cor ×h cor ;

[0023] In d 1 =d 2 When d = d 1 =d 2 ,but

[0024] ρ v is the volume stirrup ratio,

[0025] m is the number of stirrups in the width direction of the beam section, A sv1 is the cross-sectional area of ​​the single stirrups arranged along the width direction on the cross section of the beam member, b cor is the area width corresponding to the concrete core area, b is the cross-sectional width of the beam component, c is the thickness of the protective layer of the beam component, d is 1 is the diameter of the single stirrup configured along the width direction of the beam section,

[0026] n is the number of stirrups in the height direction of the beam section, A sv2 is the cross-sectional area of ​​the single stirrups arranged along the height direction on the cross section of the beam member, h cor is the area height corresponding to the concrete core area, h is the cross-sectional height of the beam member, d 2 A is the diameter of the single stirrup configured along the height direction on the cross section of the beam member, cor is the concrete core area of ​​the reinforced concrete beam component,

[0027] s is the spacing of stirrups arranged in the length direction of the beam member, and the length direction of the beam member is a direction perpendicular to the cross section of the beam member;

[0028] Step 32, in d 1 =d 2 On the premise of , the corresponding stirrup spacing estimation formula is set based on the volume stirrup ratio formula;

[0029] The stirrup spacing estimation formula is:

[0030]

[0031] Where x is an estimated value. If the estimated value x is less than or equal to the preset maximum stirrup spacing threshold s max The estimated result of stirrup spacing is s ’ is the corresponding estimated value x. If the estimated value x is greater than the maximum stirrup spacing threshold s max Then the estimated result of stirrup spacing s ’ is the maximum stirrup spacing threshold s max ; The maximum stirrup spacing threshold s max The default setting is 400; i nt() is the floor rounding function; M is the preset modulus parameter, the default setting is 5;

[0032] Step 33: record the cross-sectional width of the beam component, the cross-sectional height of the beam component and the protective layer thickness of the beam component in the first parameter list as the corresponding cross-sectional width b * , Section height h * and the protective layer thickness c * ; and the first stirrup reinforcement leg number m of the second parameter list 1 ×n 1 m 1 、n 1 The corresponding width direction limb number m * and the number of limbs in the height direction n * ;

[0033] Step 34, taking the first first correspondence record in the first correspondence table of the second parameter list as the corresponding current correspondence record;

[0034] Step 35: use the first volume stirrup ratio field of the current corresponding relationship record as the corresponding current volume stirrup ratio The current volume stirrup ratio The floating coefficient △ρ of the preset stirrup ratio v The sum of the additions is taken as the corresponding current volume stirrup ratio

[0035] in,

[0036] Step 36, performing a round of traversal of all the first stirrup diameters of the first stirrup diameter set; and in this round of traversal, taking the currently traversed first stirrup diameter as the corresponding current stirrup diameter d * ; and the cross-sectional width b * , the cross-sectional height h * , the thickness of the protective layer c * , the current volume stirrup ratio and the current stirrup diameter d *Substitute the stirrup spacing estimation formula into the calculation to obtain the corresponding current stirrup spacing estimation result s ” ; and by the current stirrup diameter d * and the corresponding current stirrup spacing estimation result s ” The corresponding second stirrup diameter and the first stirrup spacing form a corresponding first diameter-spacing parameter pair; and at the end of this round of traversal, all the obtained first diameter-spacing parameter pairs form a first diameter-spacing parameter pair field corresponding to the current corresponding relationship record;

[0037] in,

[0038]

[0039] Step 37, using the first volume stirrup ratio field and the first longitudinal reinforcement stress-stirrup strength pair field of the current corresponding relationship record as the corresponding second volume stirrup ratio field and the second longitudinal reinforcement stress-stirrup strength pair field; and forming a corresponding first parameter record by using the second volume stirrup ratio field, the second longitudinal reinforcement stress-stirrup strength pair field and the first diameter-spacing parameter pair field corresponding to the current corresponding relationship record;

[0040] Step 38, identifying whether the current correspondence record is the last first correspondence record in the first correspondence table; if not, extracting the next first correspondence record in the first correspondence table as the new current correspondence record, and returning to step 35; if yes, going to step 39;

[0041] Step 39: compose a corresponding first parameter table from all the first parameter records obtained.

[0042] Preferably, displaying beam component parameters according to the first set and the first parameter table specifically includes:

[0043] The first set and the first parameter table are brought into a preset first parameter table display template to perform display table item assembly to obtain corresponding first display table items and display them.

[0044] A second aspect of the embodiment of the present invention provides a device for implementing the method for processing the reinforced concrete beam component parameter table described in the first aspect, the device comprising: a data receiving module, a parameter table processing module and a parameter table display module;

[0045] The data receiving module is used to receive a beam component parameter set input by a user and record it as a corresponding first set;

[0046] The parameter table processing module is used to configure the diameter-spacing parameter pairs of the stirrups of the beam member according to the first set to obtain a corresponding first parameter table;

[0047] The parameter table display module is used to display beam component parameters according to the first set and the first parameter table.

[0048] A third aspect of an embodiment of the present invention provides an electronic device, including: a memory, a processor, and a transceiver;

[0049] The processor is used to be coupled to the memory, read and execute instructions in the memory, so as to implement the method steps described in the first aspect above;

[0050] The transceiver is coupled to the processor, and the processor controls the transceiver to send and receive messages.

[0051] A fourth aspect of an embodiment of the present invention provides a computer-readable storage medium, wherein the computer-readable storage medium stores computer instructions. When the computer instructions are executed by a computer, the computer executes the instructions of the method described in the first aspect above.

[0052] The embodiment of the present invention provides a method, device, electronic device and computer-readable storage medium for processing a reinforced concrete beam component parameter table. As can be seen from the above content, after receiving the beam component parameter set input by the user, the embodiment of the present invention first configures the diameter-spacing parameter pair of the stirrups of the beam component according to the parameter set to obtain a corresponding parameter table, and then displays the beam component parameters according to the parameter set and the parameter table. The embodiment of the present invention can get rid of the influence of artificial factors, provide a unified stirrup spacing estimation method, improve work efficiency, and improve data versatility. BRIEF DESCRIPTION OF THE DRAWINGS

[0053] Figure 1 A schematic diagram of a method for processing a reinforced concrete beam component parameter table provided in the first embodiment of the present invention;

[0054] Figure 2 This is a schematic diagram of an example of a first display table item provided in the first embodiment of the present invention;

[0055] Figure 3 A module structure diagram of a device for processing a reinforced concrete beam component parameter table provided in the second embodiment of the present invention;

[0056] Figure 4 A schematic diagram of the structure of an electronic device provided in Embodiment 3 of the present invention. DETAILED DESCRIPTION

[0057] In order to make the purpose, technical solution and advantages of the present invention clearer, the present invention will be further described in detail below in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0058] Embodiment 1 of the present invention provides a method for processing a reinforced concrete beam component parameter table, such as Figure 1 As shown in the schematic diagram of a method for processing a reinforced concrete beam component parameter table provided in the first embodiment of the present invention, the method mainly comprises the following steps:

[0059] Step 1: receiving a beam component parameter set input by a user and recording it as a corresponding first set.

[0060] Here, the first set of the embodiment of the present invention includes a first parameter list and a second parameter list:

[0061] 1) The first parameter list includes the concrete strength of the beam component, the cross-sectional width of the beam component, the cross-sectional height of the beam component and the protective layer thickness of the beam component;

[0062] 2) The second parameter list includes the number of first stirrup reinforcement legs m 1 ×n 1 , the first stirrup diameter set and the first corresponding relationship table; wherein,

[0063] Number of first stirrup reinforcement limbs (m) 1 ×n 1 m 1 、n 1 are the number of stirrups in the width and height directions of the member section, respectively;

[0064] The first stirrup diameter set includes a plurality of first stirrup diameters;

[0065] The first correspondence table is a correspondence table for reflecting the correspondence between the volume stirrup ratio-longitudinal reinforcement stress-stirrup strength of the concrete beam component under the concrete strength of the beam component corresponding to the current concrete strength of the beam component; the first correspondence table includes multiple first correspondence records; the first correspondence record includes a first volume stirrup ratio field and a first longitudinal reinforcement stress-stirrup strength pair field; the first longitudinal reinforcement stress-stirrup strength pair field includes multiple first longitudinal reinforcement stress-stirrup strength pairs; the first longitudinal reinforcement stress-stirrup strength pair includes a first longitudinal reinforcement stress value and a first stirrup strength value.

[0066] Step 2, configuring the diameter-spacing parameter pairs of the stirrups of the beam member according to the first set to obtain a corresponding first parameter table;

[0067] Wherein, the first parameter table includes a plurality of first parameter records; the first parameter record includes a second volume stirrup ratio field, a second longitudinal reinforcement stress-stirrup strength pair field and a first diameter-spacing parameter pair field; the second longitudinal reinforcement stress-stirrup strength pair field includes a plurality of second longitudinal reinforcement stress-stirrup strength pairs; the second longitudinal reinforcement stress-stirrup strength pair includes a second longitudinal reinforcement stress value and a second stirrup strength value; the first diameter-spacing parameter pair field includes a plurality of first diameter-spacing parameter pairs; the first diameter-spacing parameter pair of the first diameter-spacing parameter pair field corresponds one-to-one to the first stirrup diameter of the first stirrup diameter set; the first diameter-spacing parameter pair includes the second stirrup diameter and the first stirrup spacing;

[0068] Specifically comprising: step 21, determining a volume stirrup ratio formula for a reinforced concrete beam component;

[0069] Here, the volume stirrup ratio formula of the reinforced concrete beam member of the embodiment of the present invention is set with reference to the definition of the volume stirrup ratio in the "Concrete Structure Design Code GB50010-2010", specifically:

[0070]

[0071] in,

[0072] b cor =b-2(c+d 1 / 2),

[0073] h cor =h-2(c+d 2 / 2),

[0074] A cor =b cor ×h cor ;

[0075] It should be noted that in d 1 =d 2 When d = d 1 =d 2 , then the above volume stirrup ratio formula should be:

[0076] The parameters in the formula are explained as follows:

[0077] ρ v is the volume stirrup ratio;

[0078] m is the number of stirrups in the width direction of the beam section, A sv1 is the cross-sectional area of ​​the single stirrups arranged along the width direction on the cross section of the beam member, b coris the area width corresponding to the concrete core area, b is the cross-sectional width of the beam component, c is the thickness of the protective layer of the beam component, d is 1 It is the diameter of the single stirrup configured along the width direction on the cross section of the beam member;

[0079] n is the number of stirrups in the height direction of the beam section, A sv2 is the cross-sectional area of ​​the single stirrups arranged along the height direction on the cross section of the beam member, h cor is the area height corresponding to the concrete core area, h is the cross-sectional height of the beam member, d 2 It is the diameter of the single stirrup configured along the height direction on the cross section of the beam member;

[0080] A cor is the concrete core area of ​​the reinforced concrete beam member;

[0081] s is the spacing of stirrups arranged in the length direction of the beam member, and the length direction of the beam member is the direction perpendicular to the cross section of the beam member;

[0082] Step 22, in d 1 =d 2 Under the premise of setting the corresponding stirrup spacing estimation formula based on the volume stirrup ratio formula;

[0083] The formula for estimating stirrup spacing is:

[0084]

[0085] Where x is the estimated value. If the estimated value x is less than or equal to the preset maximum stirrup spacing threshold s max The estimated result of stirrup spacing is s ’ is the corresponding estimated value x. If the estimated value x is greater than the maximum stirrup spacing threshold s max The estimated result of stirrup spacing is s ’ is the maximum stirrup spacing threshold s max ; Maximum stirrup spacing threshold s max The default setting is 400; i nt() is the floor rounding function; M is the preset modulus parameter, the default setting is 5;

[0086] Step 23, record the beam component cross-sectional width, beam component cross-sectional height and beam component protective layer thickness in the first parameter list as the corresponding cross-sectional width b * , Section height h * and the protective layer thickness c * ; and set the first stirrup reinforcement leg number m in the second parameter list 1 ×n 1 m 1 、n 1 The corresponding width direction limb number m * and the number of limbs in the height direction n* ;

[0087] Step 24, taking the first first correspondence record in the first correspondence table of the second parameter list as the corresponding current correspondence record;

[0088] Step 25: Use the first volume stirrup ratio field of the current corresponding relationship record as the corresponding current volume stirrup ratio ρ 0 v ; and set the current volume stirrup ratio ρ 0 v The floating coefficient △ρ of the preset stirrup ratio v The sum of the additions is taken as the corresponding current volume stirrup ratio

[0089] in,

[0090] Here, the stirrup ratio floating coefficient △ρ v is a preset percentage coefficient less than 1, such as 0.01%;

[0091] Step 26, perform a round of traversal on all first stirrup diameters of the first stirrup diameter set; and in this round of traversal, the currently traversed first stirrup diameter is used as the corresponding current stirrup diameter d * ; and the section width b * , Section height h * , protective layer thickness c * , Current volume stirrup ratio and the current stirrup diameter d * Substitute the stirrup spacing estimation formula into the calculation to obtain the corresponding current stirrup spacing estimation result s ” ; and by the current stirrup diameter d * and the corresponding current stirrup spacing estimation result s ” As the corresponding second stirrup diameter and the first stirrup spacing form a corresponding first diameter-spacing parameter pair; and at the end of this round of traversal, all the obtained first diameter-spacing parameter pairs form a first diameter-spacing parameter pair field corresponding to the current corresponding relationship record;

[0092] in,

[0093]

[0094] Step 27, using the first volume stirrup ratio field and the first longitudinal reinforcement stress-stirrup strength pair field of the current corresponding relationship record as the corresponding second volume stirrup ratio field and the second longitudinal reinforcement stress-stirrup strength pair field; and forming a corresponding first parameter record by the second volume stirrup ratio field, the second longitudinal reinforcement stress-stirrup strength pair field and the first diameter-spacing parameter pair field corresponding to the current corresponding relationship record;

[0095] Step 28, identifying whether the current correspondence record is the last first correspondence record of the first correspondence table; if not, extracting the next first correspondence record of the first correspondence table as the new current correspondence record, and returning to step 25; if yes, going to step 29;

[0096] Step 29: compose a corresponding first parameter table from all the first parameter records obtained.

[0097] For example, if the cross-sectional width b is known * =200mm, section height h * =500mm, protective layer thickness c * =20mm, number of first stirrup reinforcement limbs m 1 ×n 1 is 2×2, then the number of limbs in the width direction is m * =2, number of limbs in height direction n * =2;

[0098] It is also known that the first correspondence table has one first correspondence record, and the fields in the only first correspondence record are as follows: the first volume stirrup ratio field is 0.33%, the first longitudinal reinforcement stress-stirrup strength pair field includes 5 first longitudinal reinforcement stress-stirrup strength pairs, namely: the first first longitudinal reinforcement stress-stirrup strength pair (the first longitudinal reinforcement stress value is 473.74MPa, the first stirrup strength value is 400MPa), the second first longitudinal reinforcement stress-stirrup strength pair (the first longitudinal reinforcement stress value is 492.1 7MPa, the first stirrup strength value is 500MPa), the third first longitudinal reinforcement stress-stirrup strength pair (the first longitudinal reinforcement stress value is 510.60MPa, the first stirrup strength value is 600MPa), the fourth first longitudinal reinforcement stress-stirrup strength pair (the first longitudinal reinforcement stress value is 529.04MPa, the first stirrup strength value is 700MPa), the fifth first longitudinal reinforcement stress-stirrup strength pair (the first longitudinal reinforcement stress value is 547.47MPa, the first stirrup strength value is 800MPa);

[0099] It is also known that the first stirrup diameter set includes 5 first stirrup diameters, which are 3, 4, 6, 8, and 10 respectively;

[0100] Then, the first parameter table obtained in step 2 should include one first parameter record, and the fields in the unique first parameter record are specifically:

[0101] The second volume stirrup ratio field is 0.33%;

[0102] The second longitudinal reinforcement stress-stirrup strength pair field includes 5 second longitudinal reinforcement stress-stirrup strength pairs, namely: the first second longitudinal reinforcement stress-stirrup strength pair (the second longitudinal reinforcement stress value is 473.74MPa, and the second stirrup strength value is 400MPa), the second second longitudinal reinforcement stress-stirrup strength pair (the second longitudinal reinforcement stress value is 492.17MPa, and the second stirrup strength value is 500MPa), the third second longitudinal reinforcement stress-stirrup strength pair (the second longitudinal reinforcement stress value is 510.60MPa, and the second stirrup strength value is 600MPa), the fourth second longitudinal reinforcement stress-stirrup strength pair (the second longitudinal reinforcement stress value is 529.04MPa, and the second stirrup strength value is 700MPa), and the fifth second longitudinal reinforcement stress-stirrup strength pair (the second longitudinal reinforcement stress value is 547.47MPa, and the second stirrup strength value is 800MPa);

[0103] The First Diameter-Spacing Parameter Pair field includes 5 first diameter-spacing parameter pairs: the 1st first diameter-spacing parameter pair (the second stirrup diameter is 3, and the first stirrup spacing is 35), the 2nd first diameter-spacing parameter pair (the second stirrup diameter is 4, and the first stirrup spacing is 60), the 3rd first diameter-spacing parameter pair (the second stirrup diameter is 6, and the first stirrup spacing is 140), the 4th first diameter-spacing parameter pair (the second stirrup diameter is 8, and the first stirrup spacing is 255), and the 5th first diameter-spacing parameter pair (the second stirrup diameter is 10, and the first stirrup spacing is 400).

[0104] It should be noted that the configuration method of the stirrup design parameters of the beam component, i.e., the diameter-spacing parameter pair, in step 2 of the embodiment of the present invention is also applicable to reinforced concrete column components, that is, when the cross-sectional width b, cross-sectional height h, protective layer thickness c, stirrup reinforcement limb number m×n, and volume stirrup ratio ρ of the reinforced concrete column component are known, v , stirrup ratio floating coefficient △ρ v Based on the stirrup diameter d, the stirrup spacing s can be estimated, thereby obtaining a series of corresponding stirrup design parameters, namely, diameter-spacing parameter pairs.

[0105] Step 3, displaying beam component parameters according to the first set and the first parameter table;

[0106] Specifically, it includes: bringing the first parameter list and the first parameter table of the first set into a preset first parameter table display template to assemble display table items to obtain corresponding first display table items and display them.

[0107] Here, the first parameter table display template is a preset display template.

[0108] For example, if the concrete strength of the beam member f is known t *=2.01MPa, section width b * =200mm, section height h * =500mm, protective layer thickness c * =20mm, number of first stirrup reinforcement limbs m 1 ×n 1 is 2×2;

[0109] It is also known that the first parameter table includes one first parameter record, and the fields in the unique first parameter record are specifically:

[0110] The second volume stirrup ratio field is 0.33%;

[0111] The second longitudinal reinforcement stress-stirrup strength pair field includes 5 second longitudinal reinforcement stress-stirrup strength pairs, namely: the first second longitudinal reinforcement stress-stirrup strength pair (the second longitudinal reinforcement stress value is 473.74MPa, and the second stirrup strength value is 400MPa), the second second longitudinal reinforcement stress-stirrup strength pair (the second longitudinal reinforcement stress value is 492.17MPa, and the second stirrup strength value is 500MPa), the third second longitudinal reinforcement stress-stirrup strength pair (the second longitudinal reinforcement stress value is 510.60MPa, and the second stirrup strength value is 600MPa), the fourth second longitudinal reinforcement stress-stirrup strength pair (the second longitudinal reinforcement stress value is 529.04MPa, and the second stirrup strength value is 700MPa), and the fifth second longitudinal reinforcement stress-stirrup strength pair (the second longitudinal reinforcement stress value is 547.47MPa, and the second stirrup strength value is 800MPa);

[0112] The first diameter-spacing parameter pair field includes 5 first diameter-spacing parameter pairs: the first first diameter-spacing parameter pair (the second stirrup diameter is 3, the first stirrup spacing is 35), the second first diameter-spacing parameter pair (the second stirrup diameter is 4, the first stirrup spacing is 60), the third first diameter-spacing parameter pair (the second stirrup diameter is 6, the first stirrup spacing is 140), the fourth first diameter-spacing parameter pair (the second stirrup diameter is 8, the first stirrup spacing is 255), and the fifth first diameter-spacing parameter pair (the second stirrup diameter is 10, the first stirrup spacing is 400);

[0113] Assume that the first display item output by the first parameter table display template of the embodiment of the present invention will be the concrete strength f of the beam component t * , Section size = Section width b * ×Cross-section height h * , protective layer thickness c * 、Number of first stirrup reinforcement limbs m 1 ×n 1It can also display the longitudinal reinforcement stress-stirrup strength pair and the stirrup diameter-spacing parameter pair recorded in each first parameter in the first parameter table; an example of the first display table item output by the first parameter table display template of the embodiment of the present invention is as follows Figure 2 This is a schematic diagram of an example of a first display item provided in the first embodiment of the present invention.

[0114] Figure 3 This is a module structure diagram of a reinforced concrete beam component parameter table processing device provided in the second embodiment of the present invention. The device is a terminal device or server that implements the aforementioned method embodiment, and can also be a device that enables the aforementioned terminal device or server to implement the aforementioned method embodiment. For example, the device can be a device or chip system of the aforementioned terminal device or server. Figure 3 As shown, the device includes: a data receiving module 201, a parameter table processing module 202 and a parameter table display module 203.

[0115] The data receiving module 201 is used to receive a beam component parameter set input by a user and record it as a corresponding first set.

[0116] The parameter table processing module 202 is used to configure the diameter-spacing parameter pairs of the stirrups of the beam member according to the first set to obtain the corresponding first parameter table.

[0117] The parameter table display module 203 is used to display the beam component parameters according to the first set and the first parameter table.

[0118] A device for processing a reinforced concrete beam component parameter table provided in an embodiment of the present invention can execute the method steps in the above method embodiment. Its implementation principle and technical effects are similar and will not be repeated here.

[0119] It should be noted that it should be understood that the division of the various modules of the above device is only a division of logical functions. In actual implementation, they can be fully or partially integrated into one physical entity, or they can be physically separated. And these modules can all be implemented in the form of software called by processing elements; they can also be all implemented in the form of hardware; some modules can also be implemented in the form of software called by processing elements, and some modules can be implemented in the form of hardware. For example, the data receiving module can be a separately established processing element, or it can be integrated in a chip of the above device. In addition, it can also be stored in the memory of the above device in the form of program code, and called and executed by a processing element of the above device. The function of the above-mentioned module is determined. The implementation of other modules is similar. In addition, these modules can be fully or partially integrated together, or they can be implemented independently. The processing element described here can be an integrated circuit with signal processing capabilities. In the implementation process, each step of the above method or each module above can be completed by an integrated logic circuit of hardware in the processor element or instructions in the form of software.

[0120] For example, the above modules may be one or more integrated circuits configured to implement the above methods, such as one or more application specific integrated circuits (ASIC), or one or more digital signal processors (DSP), or one or more field programmable gate arrays (FPGA). For another example, when a module above is implemented in the form of a processing element scheduling program code, the processing element may be a general-purpose processor, such as a central processing unit (CPU) or other processor that can call program code. For another example, these modules may be integrated together and implemented in the form of a system-on-a-chip (SOC).

[0121] In the above embodiments, all or part of the embodiments may be implemented by software, hardware, firmware or any combination thereof. When implemented by software, all or part of the embodiments may be implemented in the form of a computer program product. The computer program product includes one or more computer instructions. When the computer program instructions are loaded and executed on a computer, all or part of the processes or functions described in the above method embodiments are generated. The above computer may be a general-purpose computer, a special-purpose computer, a computer network, or other programmable devices. The above-mentioned computer instructions can be stored in a computer-readable storage medium, or transmitted from one computer-readable storage medium to another computer-readable storage medium. For example, the above-mentioned computer instructions can be transmitted from one website, computer, server or data center to another website, computer, server or data center through wired (such as coaxial cable, optical fiber, digital subscriber line (DSL)) or wireless (such as infrared, wireless, Bluetooth, microwave, etc.) methods. The above-mentioned computer-readable storage medium can be any available medium that can be accessed by a computer or a data storage device such as a server or data center that includes one or more available media integrated. The above-mentioned available medium can be a magnetic medium (such as a floppy disk, a hard disk, a tape), an optical medium (such as a DVD), or a semiconductor medium (such as a solid state disk (SSD)), etc.

[0122] Figure 4 This is a schematic diagram of the structure of an electronic device provided in Embodiment 3 of the present invention. The electronic device may be a terminal device or a server for implementing the method of the aforementioned embodiment, or may be a terminal device or a server for implementing the method of the aforementioned embodiment connected to the aforementioned terminal device or server. Figure 4 As shown, the electronic device may include: a processor 301 (such as a CPU), a memory 302, and a transceiver 303; the transceiver 303 is coupled to the processor 301, and the processor 301 controls the transceiver 303. Various instructions may be stored in the memory 302 to complete various processing functions and implement the processing steps described in the aforementioned embodiment method. Preferably, the electronic device involved in the embodiment of the present invention also includes: a power supply 304, a system bus 305 and a communication port 306. The system bus 305 is used to realize the communication connection between components. The above-mentioned communication port 306 is used for connecting and communicating between the electronic device and other peripherals.

[0123] exist Figure 4The system bus 305 mentioned in the figure can be a Peripheral Component Interconnect (PCI) bus or an Extended Industry Standard Architecture (EISA) bus, etc. The system bus can be divided into an address bus, a data bus, a control bus, etc. For ease of representation, only one thick line is used in the figure, but it does not mean that there is only one bus or one type of bus. The communication interface is used to realize the communication between the database access device and other devices (such as clients, read-write libraries, and read-only libraries). The memory may include random access memory (RAM), and may also include non-volatile memory (Non-Volatile Memory), such as at least one disk storage.

[0124] The above-mentioned processor can be a general-purpose processor, including a central processing unit CPU, a network processor (Network Processor, NP), a graphics processing unit (Graphics Processing Unit, GPU), etc.; it can also be a digital signal processor DSP, an application-specific integrated circuit ASIC, a field programmable gate array FPGA or other programmable logic devices, discrete gate or transistor logic devices, discrete hardware components.

[0125] It should be noted that an embodiment of the present invention further provides a computer-readable storage medium, in which instructions are stored. When the computer-readable storage medium is run on a computer, the computer executes the method and processing process provided in the above embodiments.

[0126] The embodiment of the present invention provides a method, device, electronic device and computer-readable storage medium for processing a reinforced concrete beam component parameter table. As can be seen from the above content, after receiving the beam component parameter set input by the user, the embodiment of the present invention first configures the diameter-spacing parameter pair of the stirrups of the beam component according to the parameter set to obtain a corresponding parameter table, and then displays the beam component parameters according to the parameter set and the parameter table. The embodiment of the present invention can get rid of the influence of artificial factors, provide a unified stirrup spacing estimation method, improve work efficiency, and improve data versatility.

[0127] The professionals should further realize that the units and algorithm steps of each example described in conjunction with the embodiments disclosed herein can be implemented by electronic hardware, computer software, or a combination of the two. In order to clearly illustrate the interchangeability of hardware and software, the composition and steps of each example have been generally described in the above description according to the function. Whether these functions are performed in hardware or software depends on the specific application and design constraints of the technical solution. Professionals and technicians can use different methods to implement the described functions for each specific application, but such implementation should not be considered to be beyond the scope of the present invention.

[0128] The steps of the method or algorithm described in conjunction with the embodiments disclosed herein may be implemented using hardware, a software module executed by a processor, or a combination of the two. The software module may be placed in a random access memory (RAM), a memory, a read-only memory (ROM), an electrically programmable ROM, an electrically erasable programmable ROM, a register, a hard disk, a removable disk, a CD-ROM, or any other form of storage medium known in the art.

[0129] The specific implementation methods described above further illustrate the objectives, technical solutions and beneficial effects of the present invention in detail. It should be understood that the above description is only a specific implementation method of the present invention and is not intended to limit the scope of protection of the present invention. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the scope of protection of the present invention.

Claims

1. A method for processing a reinforced concrete beam component parameter table, characterized in that: The method comprises: The beam component parameter set received from the user is recorded as a corresponding first set; According to the first set, the diameter-spacing parameter pairs of the stirrups of the beam member are configured to obtain a corresponding first parameter table; The beam component parameters are displayed according to the first set and the first parameter table.

2. The method for processing the reinforced concrete beam component parameter table according to claim 1, characterized in that: The first set includes a first parameter list and a second parameter list; The first parameter list includes the concrete strength of the beam component, the cross-sectional width of the beam component, the cross-sectional height of the beam component and the protective layer thickness of the beam component; The second parameter list includes the first stirrup reinforcement leg number m1×n1, the first stirrup diameter set and the first corresponding relationship table; The number of the first stirrup reinforcement legs m1×n1, m1 and n1, are the number of stirrup legs in the width and height directions of the member section respectively; The first stirrup diameter set includes a plurality of first stirrup diameters; The first correspondence table is a correspondence table for reflecting the correspondence between the volume stirrup ratio-longitudinal reinforcement stress-stirrup strength of the concrete beam component under the concrete strength of the beam component corresponding to the concrete strength of the beam component; The first correspondence table includes a plurality of first correspondence records; the first correspondence record includes a first volume stirrup ratio field and a first longitudinal reinforcement stress-stirrup strength pair field; the first longitudinal reinforcement stress-stirrup strength pair field includes a plurality of first longitudinal reinforcement stress-stirrup strength pairs; the first longitudinal reinforcement stress-stirrup strength pair includes a first longitudinal reinforcement stress value and a first stirrup strength value; The first parameter table includes multiple first parameter records; the first parameter record includes a second volume stirrup ratio field, a second longitudinal reinforcement stress-stirrup strength pair field and a first diameter-spacing parameter pair field; the second longitudinal reinforcement stress-stirrup strength pair field includes multiple second longitudinal reinforcement stress-stirrup strength pairs; the second longitudinal reinforcement stress-stirrup strength pair includes a second longitudinal reinforcement stress value and a second stirrup strength value; the first diameter-spacing parameter pair field includes multiple first diameter-spacing parameter pairs; the first diameter-spacing parameter pair of the first diameter-spacing parameter pair field corresponds one-to-one to the first stirrup diameter of the first stirrup diameter set; the first diameter-spacing parameter pair includes a second stirrup diameter and a first stirrup spacing.

3. The method for processing the reinforced concrete beam component parameter table according to claim 2, characterized in that: The configuring the diameter-spacing parameter pairs of the stirrups of the beam member according to the first set to obtain the corresponding first parameter table specifically includes: Step 31, determining a volume stirrup ratio formula for a reinforced concrete beam member; The volume stirrup ratio formula is: in, b cor =b-2(c+d1 / 2), h cor =h-2(c+d2 / 2), A cor =b cor ×h cor ; When d1=d2, let d=d1=d2, then ρ v is the volume stirrup ratio, m is the number of stirrups in the width direction of the beam section, A sv1 is the cross-sectional area of ​​the single stirrups arranged along the width direction on the cross section of the beam member, b cor is the area width corresponding to the concrete core area, b is the cross-sectional width of the beam component, c is the thickness of the protective layer of the beam component, d1 is the diameter of the single stirrup configured along the width direction on the cross-sectional area of ​​the beam component, n is the number of stirrups in the height direction of the beam section, A sv2 is the cross-sectional area of ​​the single stirrups arranged along the height direction on the cross section of the beam member, h cor is the area height corresponding to the concrete core area, h is the cross-sectional height of the beam component, d2 is the diameter of the single stirrup configured along the height direction on the cross-sectional height of the beam component, A cor is the concrete core area of ​​the reinforced concrete beam component, s is the spacing of stirrups arranged in the length direction of the beam member, and the length direction of the beam member is a direction perpendicular to the cross section of the beam member; Step 32, under the premise of d1=d2, setting a corresponding stirrup spacing estimation formula based on the volume stirrup ratio formula; The stirrup spacing estimation formula is: Where x is an estimated value. If the estimated value x is less than or equal to the preset maximum stirrup spacing threshold s max The estimated result of stirrup spacing is s ’ is the corresponding estimated value x. If the estimated value x is greater than the maximum stirrup spacing threshold s max Then the estimated result of stirrup spacing s ’ is the maximum stirrup spacing threshold s max ; The maximum stirrup spacing threshold s max The default setting is 400; i nt() is the floor rounding function; M is the preset modulus parameter, the default setting is 5; Step 33: record the cross-sectional width of the beam component, the cross-sectional height of the beam component and the protective layer thickness of the beam component in the first parameter list as the corresponding cross-sectional width b * , Section height h * and the protective layer thickness c * ; and the m1 and n1 of the first stirrup reinforcement leg number m1×n1 in the second parameter list are used as the corresponding width direction leg number m * and the number of limbs in the height direction n * ; Step 34, taking the first first correspondence record in the first correspondence table of the second parameter list as the corresponding current correspondence record; Step 35: use the first volume stirrup ratio field of the current corresponding relationship record as the corresponding current volume stirrup ratio The current volume stirrup ratio The floating coefficient △ρ of the preset stirrup ratio v The sum of the additions is taken as the corresponding current volume stirrup ratio in, Step 36, performing a round of traversal of all the first stirrup diameters of the first stirrup diameter set; and in this round of traversal, taking the currently traversed first stirrup diameter as the corresponding current stirrup diameter d * ; and the cross-sectional width b * , the cross-sectional height h * , the thickness of the protective layer c * , the current volume stirrup ratio and the current stirrup diameter d * Substitute the stirrup spacing estimation formula into the calculation to obtain the corresponding current stirrup spacing estimation result s ” ; and by the current stirrup diameter d * and the corresponding current stirrup spacing estimation result s ” The corresponding second stirrup diameter and the first stirrup spacing form a corresponding first diameter-spacing parameter pair; and at the end of this round of traversal, all the obtained first diameter-spacing parameter pairs form a first diameter-spacing parameter pair field corresponding to the current corresponding relationship record; in, Step 37, using the first volume stirrup ratio field and the first longitudinal reinforcement stress-stirrup strength pair field of the current corresponding relationship record as the corresponding second volume stirrup ratio field and the second longitudinal reinforcement stress-stirrup strength pair field; and forming a corresponding first parameter record by using the second volume stirrup ratio field, the second longitudinal reinforcement stress-stirrup strength pair field and the first diameter-spacing parameter pair field corresponding to the current corresponding relationship record; Step 38, identifying whether the current correspondence record is the last first correspondence record in the first correspondence table; if not, extracting the next first correspondence record in the first correspondence table as the new current correspondence record, and returning to step 35; if yes, going to step 39; Step 39: compose a corresponding first parameter table from all the first parameter records obtained.

4. The method for processing the reinforced concrete beam component parameter table according to claim 2, characterized in that: The displaying of beam component parameters according to the first set and the first parameter table specifically includes: The first set and the first parameter table are brought into a preset first parameter table display template to perform display table item assembly to obtain corresponding first display table items and display them.

5. A device for executing the method for processing the reinforced concrete beam component parameter table according to any one of claims 1 to 4, characterized in that: The device comprises: a data receiving module, a parameter table processing module and a parameter table display module; The data receiving module is used to receive a beam component parameter set input by a user and record it as a corresponding first set; The parameter table processing module is used to configure the diameter-spacing parameter pairs of the stirrups of the beam member according to the first set to obtain a corresponding first parameter table; The parameter table display module is used to display beam component parameters according to the first set and the first parameter table.

6. An electronic device, characterized in that: include: memory, processors, and transceivers; The processor is used to couple with the memory, read and execute instructions in the memory, so as to implement the method according to any one of claims 1 to 4; The transceiver is coupled to the processor, and the processor controls the transceiver to send and receive messages.

7. A computer-readable storage medium, characterized in that: The computer-readable storage medium stores computer instructions, and when the computer instructions are executed by a computer, the computer is enabled to execute the method according to any one of claims 1 to 4.

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