Pre-embedded member construction method and track

Abstract

The application provides a pre-embedded part construction method and a track, wherein the pre-embedded part construction method comprises the following steps: determining a non-standard track length in the track; dividing the non-standard track into a first non-standard part and a second non-standard part according to the pressure borne by different parts of the non-standard track; arranging pre-embedded parts in the first non-standard part with a first spacing; and arranging pre-embedded parts in the second non-standard part with a second spacing. Since different parts of the non-standard track bear different forces, the pre-embedded parts are arranged in different parts of the non-standard track according to different spacings, the number of pre-embedded parts corresponding to the non-standard track is determined, and the support strength of the non-standard track on the target equipment is ensured.

Description

TECHNICAL FIELD

[0001] The application belongs to the technical field of track construction, and more particularly relates to a pre-embedded part construction method and a track. BACKGROUND

[0002] The stack crane is also called a stacker, and is the most important hoisting and transporting device in a stereoscopic warehouse. The stacker is a special device for gripping, transporting and stacking unit goods or taking and placing unit goods from a high-level goods shelf by using a fork or a string rod as a gripping device in a warehouse, a workshop or the like. Since the stacker itself has a large mass, the stacker needs to be supported by a track during the process of gripping, transporting and stacking goods.

[0003] The bottom of the track is embedded with a pre-embedded part, and then the track is fixed on the pre-embedded part to improve the bearing capacity of the track. At present, the track for supporting the stacker is composed of a plurality of standard tracks of a standard length and non-standard tracks of a non-standard length. When the track is arranged, the standard track is arranged preferentially, and the non-standard track is arranged when the remaining length of the track is insufficient for the standard length.

[0004] When the non-standard track is arranged, since the length of the non-standard track is determined according to the remaining length of the track, and the non-standard track is generally arranged at the end of the track, thus, the technical problem generated is that, since the stacker is parked by default at the end of the track in a non-working state, if the pre-embedded part of the standard track is arranged at the lower end of the non-standard track, the non-standard track cannot meet the support strength of the stacker. SUMMARY

[0005] The purpose of the embodiment of the application is to provide a pre-embedded part construction method and a track, so as to determine the number of pre-embedded parts in the non-standard track, thereby making the non-standard track meet the support strength of the stacker.

[0006] To achieve the above purpose, a first aspect of the application provides a pre-embedded part construction method, comprising the following steps:

[0007] determining a non-standard track length L2 of the track, wherein the non-standard track length is obtained by a formula: L2=L-L1x ROUNDDOWN(L / L1), and in the formula, L is a track length, and L1 is a standard track length;

[0008] According to the magnitude of the pressure borne by different parts of the non-standard track, the non-standard track is divided into L3 and L4, wherein the pressure borne by the L3 is greater than the pressure borne by the L4;

[0009] a first spacing is used to arrange N1 first pre-embedded parts on the L3;

[0010] N2 first embedded parts are arranged on the L4 with a second interval; wherein the first interval is less than the second interval, the N1 is a constant value, and the N2 is determined by the formula: N2=ROUNDDOWN((L2-L5-L3) / second interval); wherein L5 is a preset value.

[0011] In an embodiment, the embedded part construction method further comprises:

[0012] A first non-standard interval is determined according to the formula: S1=L2-L5-L3-L4; wherein:

[0013] S1 is the first non-standard interval.

[0014] In an embodiment, the embedded part construction method further comprises:

[0015] It is determined whether the L2 is greater than a preset length D;

[0016] It is determined whether the S1 is between the first interval and the second interval;

[0017] If the L2 is greater than the D and the S1 is between the first interval and the second interval, then

[0018] The number of the N1 and the N2 is calculated.

[0019] In an embodiment, if the L2 is greater than the D and the S1 is less than the first interval, then

[0020] The length of the L3 is increased and the length of the L4 is decreased;

[0021] The number of the N1 and the N2 is calculated.

[0022] In an embodiment, if the L2 is not greater than the D, then

[0023] A first non-standard track length L21 is set at the beginning of the track;

[0024] A second non-standard track length L22 is set at the end of the track; wherein

[0025] L21=L22=(L1+L2) / 2.

[0026] In an embodiment, the embedded part construction method further comprises:

[0027] A second non-standard interval is calculated according to the formula: S2=L21-L5-L3-L4; wherein:

[0028] S2 is the second non-standard interval.

[0029] In an embodiment, it is judged whether the S2 is located between the first interval and the second interval.

[0030] If the S2 is located between the first interval and the second interval, then

[0031] The number of the first embedded parts corresponding to the L21 is calculated.

[0032] The number of the first embedded parts corresponding to the L22 is calculated.

[0033] In an embodiment, if the S2 is less than the first interval, then

[0034] The L21 is adjusted.

[0035] The length of the L22 is adjusted, wherein

[0036] The L21 is less than the L22.

[0037] In an embodiment, the step of adjusting the length of the L22 comprises:

[0038] The length of L3 in the L22 is increased, and the length of L4 in the L22 is decreased.

[0039] The pre-embedded part construction method provided by the present application has the following beneficial effects compared with the prior art. The pre-embedded part construction method provided by the present application comprises determining a non-standard track length in a track, dividing a non-standard track into a first non-standard part and a second non-standard part according to the magnitude of the pressure borne by different parts of the non-standard track, arranging embedded parts in the first non-standard part with a first interval, arranging embedded parts in the second non-standard part with a second interval, arranging embedded parts in different parts of the non-standard track according to different intervals because different parts of the non-standard track bear different forces, determining the number of embedded parts corresponding to the non-standard track, and ensuring the support strength of the non-standard track on a target device.

[0040] On the other hand, the present application also provides a track, comprising:

[0041] A track body for supporting and guiding a target device.

[0042] An embedded part for supporting the track body, wherein the construction method of the embedded part is constructed by using the construction method of the embedded part according to any one of the above.

[0043] The track has the beneficial effects that, compared with the prior art, the track comprises a track body and a support for the track body, wherein the embedded part for supporting the track body is arranged by using the embedded part construction method provided in any one of the above embodiments, the embedded parts are arranged at different positions of the non-standard track according to different intervals in the track body, and the number of the embedded parts corresponding to the non-standard track is determined, so as to ensure the support strength of the non-standard track on the target equipment. BRIEF DESCRIPTION OF DRAWINGS

[0044] In order to more clearly illustrate the technical solutions in the embodiments of the present application, the drawings needed to be used in the embodiments or the prior art description will be briefly introduced. Obviously, the drawings in the following description are only some embodiments of the present application, and other drawings can be obtained by those skilled in the art without creative labor.

[0045] Figure 1 The flowchart of the embedded part construction method provided in the embodiments of the present application;

[0046] Figure 2 The structural schematic diagram of the track provided in the embodiments of the present application;

[0047] Figure 3 The structural schematic diagram of the first end standard track provided in the embodiments of the present application;

[0048] Figure 4 The structural schematic diagram of the standard track provided in the embodiments of the present application;

[0049] Figure 5 The structural schematic diagram of the non-standard track provided in the embodiments of the present application;

[0050] Figure 6 The structural schematic diagram of the non-standard track provided in another embodiment of the present application;

[0051] Figure 7 The structural schematic diagram of the first non-standard track provided in an embodiment of the present application;

[0052] Figure 8 The structural schematic diagram of the second non-standard track provided in an embodiment of the present application;

[0053] Figure 9 The structural schematic diagram of the first non-standard track provided in another embodiment of the present application;

[0054] Figure 10 The structural schematic diagram of the second non-standard track provided in another embodiment of the present application;

[0055] Figure 11A structural schematic diagram of a stacker provided for an embodiment of the present application is shown in the figure.

[0056] Figure 12 A structural schematic diagram of a pre-embedded part provided for an embodiment of the present application is shown in the figure.

[0057] In the figure, various reference signs are as follows:

[0058] 10, track; 11, track body; 12, ground track bottom plate; 13, ground track pressing plate; 14, fixing bolt; 141, first end; 142, second end; 15, fixing nut; 16, adjusting nut; 20, standard track; 30, non-standard track; 40, pre-embedded part; 41, first pre-embedded part; 42, second pre-embedded part; 50, pre-embedded plate; 60, embedded steel bar; 61, first connecting part; 62, plug-in part; 63, second connecting part; 70, civil engineering steel mesh; 71, first layer steel bar; 72, second layer steel bar; 80, stacker. DETAILED DESCRIPTION

[0059] In order to make the technical problems, technical solutions and beneficial effects of the present application clearer, the present application is further described in detail below in combination with the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present application and not to limit the present application.

[0060] It should be noted that when an element is referred to as being "fixed to" or "disposed on" another element, it can be directly on the other element or indirectly on the other element. When an element is referred to as being "connected to" another element, it can be directly connected to the other element or indirectly connected to the other element.

[0061] It should be understood that the terms "length", "width", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, and are only for the purpose of facilitating the description of the present application and simplifying the description, and therefore cannot be understood as indicating or implying that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as limiting the present application.

[0062] In addition, the terms "first", "second", "third", etc. are only used for description purposes and cannot be understood as indicating or implying relative importance or implicitly indicating the number of the technical features indicated. Therefore, the features defined with "first", "second", etc. can explicitly or implicitly include one or more of the features. In the description of the present application, the meaning of "multiple" is two or more, unless otherwise specifically limited.

[0063] Please refer to Figures 1 to 11The pre-embedded part construction method and the track provided by the embodiments of the present application will be described.

[0064] Please refer to Figure 1 The first aspect of the present application is to provide a pre-embedded part construction method, comprising the following steps:

[0065] Step 1. Determine the non-standard track length L2 in the track 10, wherein the non-standard track length is obtained by the formula L2=L-L1xROUNDDOWN(L / L1), wherein: L2 is the non-standard track length; L is the track length; L1 is the standard track length;

[0066] Step 2. According to the size of the pressure borne by different parts of the non-standard track 30, the non-standard track 30 is divided into L3 and L4, wherein the pressure borne by L3 is greater than the pressure borne by L4;

[0067] Step 3. N1 first pre-embedded parts 41 are arranged in L3 with a first spacing;

[0068] N2 first pre-embedded parts 41 are arranged in L4 with a second spacing; wherein the first spacing is smaller than the second spacing, N1 is a constant value, and N2 is obtained by the formula N2=ROUNDDOWN((L2-L5-L3) / second spacing), wherein: L5 is a preset value, and the second spacing is a constant value.

[0069] Specifically, in the embodiments of the present application, please refer to Figures 2 to 4 Step 1 specifically comprises:

[0070] Determine L according to the length of the roadway in which the stacker 80 works, and determine the number of standard tracks 20 in the track 10 according to the formula ROUNDDOWN(L / L1), wherein the ROUNDDOWN function is ROUNDDOWN(value, decimal places)=value, and the ROUNDDOWN function is to round the calculation result in the parentheses to the nearest zero value, i.e. in the direction of absolute value decrease. For example, (L / L1)=4.3, then ROUNDDOWN(L / L1)=ROUNDDOWN(4.3)=4.

[0071] L1 corresponding to the stacker 80 is generally 12.5m, and in actual installation, the distance that L1 can actually be used is 12m, therefore, in order to facilitate explanation and calculation, L1=12m is used for explanation in the embodiments of the present application.

[0072] It should be noted that the embedded part 40 includes a first embedded part 41 and a second embedded part 42, wherein the first embedded part 41 is arranged at the bottom of the standard track 20 and the non-standard track 30 for supporting the standard track 20 and the non-standard track 30. The second embedded part 42 is arranged at the connecting position of two adjacent standard tracks 20 and the connecting position of the standard track 20 and the non-standard track 30.

[0073] Please refer to Figure 3 and Figure 4 , when the stacker 80 stops working, since the stacker 80 is parked at the end of the track 10 by default, the standard track 20 at the end of the track 10 bears a larger pressure at the position close to the end of the track 10. In order to improve the supporting capacity of the standard track 20 at the end of the track 10 to the stacker 80, 8 first embedded parts 41 are arranged at the end of the standard track 20 with the first spacing, and 19 first embedded parts 41 are arranged at the rest of the standard track 20 with the second spacing, so that the number of the first embedded parts 41 corresponding to the standard track 20 at the end of the track 10 is 27. In the track 10, the rest of the standard tracks 20 are arranged with 24 first embedded parts 41 with the second spacing.

[0074] Specifically, in the present application, the first spacing = 300 mm, and the second spacing = 500 mm.

[0075] After determining the number X of the standard tracks 20 according to the formula ROUNDDOWN (L / L1) = X, the number of the first embedded parts 41 corresponding to the standard tracks 20 can be calculated, wherein the number N of the first embedded parts 41 corresponding to the standard tracks 20 is 27+24*(X-1), and then L2 is calculated by the formula L2 = L-L1*X.

[0076] Step 2 specifically includes:

[0077] Please refer to Figure 5 , the non-standard track 30 is divided into a first non-standard part L3 and a second non-standard part L4, wherein L3 is located at the side of the non-standard track 30 close to the end of the track 10. Since the stacker 80 is parked at the end of the track 10 by default when the stacker 80 stops working, and the non-standard track 30 is generally arranged at the end of the track 10, when the stacker 80 stops at L3, the pressure borne by L3 in the non-standard track 30 is greater than that borne by L4.

[0078] Step 3 specifically includes:

[0079] 8 first embedded parts 41 are arranged on L3 with the first spacing, and N2 first embedded parts 41 are arranged on L4 with the second spacing. Please refer to Figure 5 , the formula is:

[0080] N2=ROUNDDOWN((L2-L5-L3) / second interval);

[0081] L5 is a preset value, and L5 is half of the size of the first embedded part 41 in the extension direction of the track 10.

[0082] After calculating N, N1 and N2, the number of first embedded parts 41 corresponding to the track 10 is determined by calculating the sum of N, N1 and N2.

[0083] Compared with the prior art, the embedded part 40 construction method provided by the present application comprises determining the length of the non-standard track 30 in the track 10, dividing the non-standard track 30 into a first non-standard part L3 and a second non-standard part L4 according to the pressure borne by different parts of the non-standard track 30, arranging the first embedded part 41 in the first non-standard part L3 with a first interval, and arranging the first embedded part 41 in the second non-standard part L4 with a second interval. Since the different parts of the non-standard track 30 bear different forces, the first embedded part 41 is arranged in different parts of the non-standard track 30 according to different intervals, and the number of first embedded parts 41 corresponding to the non-standard track 30 is determined, so as to ensure the support strength of the non-standard track 30 to the target equipment.

[0084] In the embodiment of the present application, the embedded part 40 construction method further comprises the following operation steps:

[0085] Step 4. Determine the first non-standard interval S1 in the non-standard track 30.

[0086] Step 5. Determine the relationship between L2 and the preset length D, and the relationship between S1 and the first interval and the second interval.

[0087] Step 6. Adjust the length of the non-standard track 30 or the position of the non-standard track 10 according to the judgment result.

[0088] Specifically, in the embodiment of the present application, please refer to Figure 5 , S1 is calculated by the formula: S1=L2-L5-L3-L4.

[0089] It should be pointed out that in the present application, the preset length D is the wheelbase between the rollers arranged at intervals along the extension direction of the track 10 of the stacker 80.

[0090] For convenience of description, in the present application, D=4500mm, the specification of the first embedded part 41 is 300*150, and the specification of the second embedded part 42 is 300*200mm. It should be pointed out that the width direction of the first embedded part 41 is consistent with the extension direction of the track 10, i.e. L5=150 / 2=75mm,

[0091] In one embodiment of the present application, the adjusting the length of the non-standard track 30 or the position of the non-standard track 10 according to the judgment result in step 6 specifically includes:

[0092] If L2 is greater than D, and S1 is between the first interval and the second interval, the values of N1 and N2 are calculated.

[0093] Specifically, in this embodiment, please refer to Figure 5 For example, taking L2=5100mm as an example for illustration, then,

[0094] L2=5100mm>D=4500mm;

[0095] N2=ROUNDDOWN((L2-L5-L3) / the second interval)=ROUNDDOWN((5100-75-2100) / 500)=ROUNDDOWN(5.8)=5;

[0096] S1=L2-L5-L3-L4=5100-75-2100-500*5=425mm;

[0097] At this time, 300mm≤S1=425mm≤500mm. The value of N1 is 8, that is, 8 first embedded parts 41 are arranged at L3 with the first interval. There are 7 first intervals between the 8 first embedded parts 41, that is, the length of L3 is 2100mm, and the number of the first embedded parts 41 corresponding in L4 is N2=5.

[0098] At this time, the total number of the first embedded parts 41 corresponding to the entire track 10 is the sum of N, N1 and N2, and the total number of the second embedded parts 42 corresponding to the entire track 10 is X.

[0099] In another embodiment of the present application, the adjusting the length of the non-standard track 30 or the position of the non-standard track 10 according to the judgment result in step 6 specifically includes:

[0100] If L2 is greater than D, and S1 is less than the first interval, the length of L3 is increased and the length of L4 is reduced; the number of the first embedded parts 41 in L3 after the length is modified N1 and the number of the first embedded parts 41 in L4 after the length is modified N2 are calculated.

[0101] Specifically, in this embodiment, please refer to Figure 5 For example, taking L2=4800mm as an example for illustration, then,

[0102] L2=4800mm>D=4500mm;

[0103] N2=ROUNDDOWN((L2-L5-L3) / the second interval)=ROUNDDOWN((4800-75-2100) / 500)=ROUNDDOWN(5.25)=5;

[0104] S1=L2-L5-L3-L4=4800-75-2100-500*5=125mm;

[0105] At this time, S1=125mm<300mm.

[0106] Since L2 is greater than the preset length, and S1 is less than the first interval, one first interval is added to L3, and one standard interval is reduced from L4, while keeping the length of L2 unchanged.

[0107] Specifically, please refer to Figure 6 After one first interval is added to L3, the number N1 of the first embedded parts 41 corresponding to L3 is increased from 8 to 9, and 8 first intervals are arranged between the 9 first embedded parts 41, i.e., the length of L3 is 2400mm, then the number N2-1=5-1=4 of the first embedded parts 41 corresponding to L4, at this time, the number of the first embedded parts 41 corresponding to the entire track 10 is the sum of N, N1 and N2, and the number of the second embedded parts 42 corresponding to the entire track 10 is X.

[0108] It should be noted that if S1=0, then in L2, L3 and L4 are arranged with a second interval, i.e., the last first embedded part 41 in L3 and the first first embedded part 41 in L4 are arranged with a second interval. Compared with the technical solution of arranging L3 and L4 with S1≠0, when L3 and L4 are arranged with a second interval, the number N2 of the first embedded parts 41 corresponding to L4 needs to be reduced by one first embedded part 41, while keeping the length of L3 unchanged. Therefore, N2=ROUNDDOWN((L2-L5-L3) / the second interval)-1.

[0109] For example, 8 first embedded parts 41 are arranged in L3 with a first interval, when L2=4675mm, then,

[0110] L2=4675mm>D=4500mm;

[0111] L4=L2-L5-L3=4675-75-2100=2500mm;

[0112] N2=ROUND DOWN((L2-L5-L3) / the second interval)-1=ROUND DOWN((4675-75-2100) / 500)-1=ROUND DOWN(5.0)-1=5-1=4;

[0113] It should be noted that when S1=0, since the second interval is arranged between L3 and L4, at this time, in L4, only N2=4 first embedded parts 41 are needed to separate L4 with a length of 2500mm into 5 second intervals. In this way, the number of first embedded parts 41 corresponding to L2 is N1+N2=8+4=12.

[0114] In the present application, please refer to Figure 7 and Figure 8 If L2 is not greater than the preset length, step 6 adjusts the length of the non-standard track 30 or the position of the non-standard track 10 according to the judgment result, which specifically includes:

[0115] The first non-standard track length L21 is arranged at the head of the track 10;

[0116] The second non-standard track length L22 is arranged at the end of the track 10, wherein L21=L22=(L1+L2) / 2.

[0117] Specifically, after the lengths of L21 and L22 are calculated, according to the formula:

[0118] S2=L21-L5-L3-L4, S2 is calculated, wherein S2 is the second non-standard interval, and it is judged whether S2 is between the first interval and the second interval.

[0119] In an embodiment of the present application, if S2 is between the first interval and the second interval, i.e. 300mm≤S2≤500mm, 8 first embedded parts 41 are arranged on L3 in L21 and L22 with the first interval, and N2 first embedded parts 41 are arranged on L4 in L21 and L22 with the second interval.

[0120] Specifically, in this embodiment, please refer to Figure 7 and the figure again. In order to facilitate the description, L2=2200mm is taken as an example for illustration.

[0121] Since L2=2200mm<D=4500mm;

[0122] L21=L22=(12000+2200) / 2=7100mm; at this time,

[0123] N2=ROUND DOWN((L21-L5-L3) / the second interval)=ROUND DOWN((7100-75-2100) / 500)=ROUND DOWN(9.85)=9;

[0124] S2=L21-L5-L3-L4=7100-75-2100-500*9=425mm;

[0125] At this time, 300mm≤S2=425mm≤500mm, the number of the first embedded parts 41 corresponding to L21 and L22 is N1=N2=8+9=17.

[0126] At this time, the number of the first embedded parts 41 corresponding to the entire track 10 is the sum of N, N1 and N2, and the number of the second embedded parts 42 corresponding to the entire track 10 is X.

[0127] In another embodiment of the present application, please refer to Figure 9 and Figure 10 If S2 is less than the first interval, i.e. S2<300mm, then step 6 includes adjusting the length of the non-standard track 30 or the position of the non-standard track 10 according to the judgment result, which specifically includes:

[0128] Adjusting the length of L21 and adjusting the length of L22. Wherein, L21<L22.

[0129] Specifically, for the convenience of illustration, taking the standard L2=1700mm as an example for illustration.

[0130] Since L2=1700mm<D=4500mm;

[0131] L21=L22=(12000+1700) / 2=6850mm; At this time,

[0132] N2=ROUND DOWN((L21-L5-L3) / the second interval)=ROUND DOWN((6850-75-2100) / 500)=ROUND DOWN(9.35)=9;

[0133] S2=L21-L5-L3-L4=6850-75-2100-500*9=175mm;

[0134] At this time, S2=175mm<300mm, at this time, please refer to Figure 9 again, adjust the length of L21, i.e. remove the non-standard interval part in L21, i.e. S2=0 in L21, at this time:

[0135] L21=6850-175=6675mm,

[0136] N1=8, i.e. 8 first embedded parts 41 are arranged on L3 in L21 at the first interval,

[0137] N2=ROUNDDOWN((L21-L5-L3) / second interval)-1=ROUNDDOWN((6850-75-2100) / 500)-1=ROUNDDOWN(9.35)-1=9-1=8, i.e. in the length of L4=4500mm, only N2=8 first embedded parts 41 are needed to separate 9 second intervals in L4. At this time, the number of first embedded parts 41 corresponding to L2 is N1+N2=8+8=16.

[0138] and N2 first embedded parts 41 are arranged on L4 in L21 at the second interval. In the step of adjusting the length of L22, specifically comprising:

[0139] Please refer to Figure 10 , the non-standard interval in L21 is added to L22, then L22=6850+175=7025mm. And 8 first embedded parts 41 are arranged on L3 in L22 at the first interval, at this time:

[0140] N2=ROUNDDOWN((L22-L5-L3) / second interval)=ROUNDDOWN((7025-75-2100) / 500)=ROUNDDOWN(9.7)=9;

[0141] S2=L22-L5-L3-L4=7025-75-2100-500*9=350mm;

[0142] At this time, 300mm≤S2=350mm≤500mm, which meets the requirements.

[0143] At this time, the number of first embedded parts 41 in L22 is 8+9=17. And the number of first embedded parts 41 corresponding to the entire track 10 is the sum of N, N1 and N2, and the number of second embedded parts 42 corresponding to the entire track 10 is X.

[0144] In the embodiments of the present application, please refer to Figure 11 and Figure 12The first embedded part 41 and the second embedded part 42 each include an embedded plate 50 and an embedded steel bar 60, wherein the embedded steel bar 40 includes a first connecting part 61, a splicing part 62 and a second connecting part 63, the first connecting part 61 and the second connecting part 63 are respectively integrally arranged at two ends of the splicing part 62 in the extending direction, wherein the first connecting part 61 is arranged perpendicularly to the splicing part 62, the second connecting part 63 is arranged at an acute angle to the splicing part 62, and the extending direction of the second connecting part 63 is the same as that of the first connecting part 61. The first connecting part 61 is fixedly connected to the embedded plate 50 in a welding manner, and two embedded steel bars 60 are fixedly connected to the embedded plate 50, and the bending directions of the first connecting parts 61 of the two embedded steel bars 60 are opposite to each other.

[0145] Specifically, in the embodiment of the present application, the spacing between the two embedded steel bars 60 is 200 mm, the diameter of the steel bar of the embedded part 40 is 35 mm, the thickness of the embedded plate 50 should be greater than 60% of the diameter of the steel bar of the embedded part 40, and the thickness of the embedded part 40 should be not less than one eighth of the spacing between the two embedded steel bars 60. For the convenience of description, the thickness of the first embedded part 41 and the second embedded part 42 is taken as 25 mm as an example for description.

[0146] After determining the number and spacing between the first embedded part 41 and the second embedded part 42 corresponding to the track 10, the embedded part 40 construction method further includes:

[0147] Step 7, fixing the first embedded part 41 and the second embedded part 42.

[0148] Specifically, in the step of fixing the first embedded part 41 and the second embedded part 42 in step 7, it specifically includes:

[0149] Making a containing groove on the ground, and laying a civil steel mesh 70 in the containing groove, wherein the civil structure includes at least two layers of fixed steel bars, and the two layers of fixed steel bars are spaced apart along the vertical direction;

[0150] According to the positioning, the first embedded part 41 and the second embedded part 42 are installed, wherein among the first embedded part 41 and the second embedded part 42, the second connecting part 63 of the embedded steel bar is fixedly connected to the second layer of fixed steel bars of the civil steel mesh 70;

[0151] Grouting in the containing groove, and the embedded plate 50 at least partially extends to the outside of the grout.

[0152] The extension direction of the accommodating groove is extended along the extension direction of the track 10, and the extension direction of the fixed steel bars in the civil steel net 70 is consistent with the extension direction of the accommodating groove. After the number of the first embedded parts 41 and the second embedded parts 42 is determined, positioning marks are made on the accommodating groove to facilitate the installation of the first embedded parts 41 and the second embedded parts 42. When the first embedded parts 41 and the second embedded parts 42 are installed, the plug-in parts 62 in the first embedded parts 41 and the second embedded parts 42 are welded with the first layer of steel bars 71 in the civil steel net 70, and the second connecting parts 63 in the first embedded parts 41 and the second embedded parts 42 are welded with the second layer of steel bars 72 after penetrating through the first layer of steel bars 71 in the civil steel net 70. Thus, the first embedded parts 41 and the second embedded parts 42 are fixed. After the first embedded parts 41 and the second embedded parts 42 are fixed, grouting is performed in the accommodating groove to further fix the first embedded parts 41 and the second embedded parts 42.

[0153] In a second aspect, the application further provides a track 10, please refer to Figure 11 and Figure 12 The track 10 includes a track body 11 and an embedded part 40, wherein the track body 11 is used to support and guide the target device. The embedded part 40 is used to support the track 10 body, wherein the construction method of the embedded part 40 adopts the construction method of the embedded part 40 provided by any one of the above embodiments.

[0154] Specifically, in the embodiments of the application, the target device is a stacker 80. The track 10 body includes a standard track 20 and a non-standard track 30, and the first embedded part 41 is arranged on the standard track 20 and the non-standard track 30. The second embedded part 42 is arranged between the standard track 20 and the standard track 20 and between the standard track 20 and the non-standard track 30. The number of the first embedded part 41 and the second embedded part 42 is calculated by using the construction method of the embedded part 40 provided by any one of the above embodiments.

[0155] The track 10 further includes a ground rail bottom plate 12, a ground rail pressing plate 13 and a fixing bolt 14, wherein the track 10 body is in abutting fit with the ground rail bottom plate 12, the ground rail pressing plate 13 is in clamping fit with the track 10 plate body, the track 10 pressing plate is used to fixedly connect the track 10 body and the track 10 bottom plate by using the fixing bolt 14, and the track 10 pressing plate and the fixing bolt 14 are symmetrically arranged about the track 10 body.

[0156] The fixing bolt 14 has opposite first and second ends 141 and 142, the first end 141 abuts against the embedded plate 50, the fixing bolt is provided with a fixing nut 15 and an adjusting nut 16, the fixing nut 15 is threadedly connected to the second end 142, and the adjusting nut 16 is threadedly connected to the fixing bolt 14 and is arranged in a spaced manner with the first end 141, the ground rail bottom plate 12 is located between the fixing nut 15 and the adjusting nut 16, and the spacing between the rail 10 body and the embedded plate 50 is adjusted by adjusting the spacing between the adjusting nut 16 located on both sides of the rail 10 body and the first end 141.

[0157] After the rail 10 body and the rail 10 bottom plate are fixed, the outer side of the rail 10 bottom plate is subjected to secondary grouting, wherein the ground rail bottom plate 12, the first end 141 of the fixing bolt 14 and the adjusting nut 16 are all contained in the grout, and the ground rail pressing plate 13 at least partially extends to the outer side of the grout.

[0158] The rail 10 provided by the application has the beneficial effects that, compared with the prior art, the rail 10 provided by the application comprises a rail 10 body and a support for supporting the rail 10 body, wherein the embedded part 40 for supporting the rail 10 body is arranged by using the embedded part 40 construction method provided by any one of the above embodiments, the embedded part 40 is arranged at different positions in the non-standard rail 10 according to different spacings, and the number of embedded parts 40 corresponding to the non-standard rail 30 is determined, so as to ensure the support strength of the non-standard rail 30 to the target equipment.

[0159] The above is only a preferred embodiment of the application and is not used to limit the application, and any modification, equivalent replacement and improvement made within the spirit and principle of the application should be included in the protection scope of the application.

Claims

1. A method of constructing a preform, characterized by, The method comprises the following steps; determining a non-standard track length L2 of the track, wherein the non-standard track length is obtained by the formula: L2=L-L1×ROUNDDOWN(L / L1), wherein L is the track length, and L1 is the standard track length; dividing the non-standard track into L3 and L4 according to the pressure borne by different parts of the non-standard track, wherein L3 is located on one side of the non-standard track close to the end of the track, and the pressure borne by L3 is greater than the pressure borne by L4; arranging N1 first embedded parts on L3 with a first spacing; arranging N2 first embedded parts on L4 with a second spacing; wherein the first spacing is smaller than the second spacing, N1 is a constant value, and N2 is obtained by the formula: N2=ROUNDDOWN((L2-L5-L3) / second spacing), wherein L5 is a preset value, L5 is half of the size of the first embedded part in the track extension direction, and the second spacing is a constant value.

2. The method of claim 1, wherein The embedded part construction method further comprises: determining a first non-standard spacing S1 according to the formula: S1=L2-L5-L3-L4, wherein: S1 is the first non-standard spacing.

3. The method of claim 2, wherein The embedded part construction method further comprises: determining whether L2 is greater than a preset length D; wherein the preset length D is the wheelbase between the rollers of the stacker arranged at intervals in the track extension direction; determining whether S1 is located between the first spacing and the second spacing; if L2 is greater than D and S1 is located between the first spacing and the second spacing, then calculate the number of N1 and N2.

4. The embedded part construction method according to claim 3, wherein if L2 is greater than D and S1 is less than the first spacing, then increase the length of L3 and decrease the length of L4; calculate the number of N1 and N2.

5. The embedded part construction method according to claim 3, wherein if L2 is not greater than D, then set a first non-standard track length L21 at the beginning of the track; set a second non-standard track length L22 at the end of the track, wherein L21=L22=(L1+L2) / 2.

6. The method of claim 5, wherein The embedded part construction method further comprises: calculate a second non-standard spacing S2 according to the formula: S2=L21-L5-L3-L4, wherein: S2 is the second non-standard spacing.

7. The embedded part construction method according to claim 6, wherein determine whether S2 is located between the first spacing and the second spacing; if S2 is located between the first spacing and the second spacing, then calculate the number of first embedded parts corresponding to L21; calculate the number of first embedded parts corresponding to L22.

8. The embedded part construction method according to claim 6, wherein if S2 is less than the first spacing, then adjust the length of L21; adjust the length of L22, wherein L21 is less than L22.

9. The method of claim 8, wherein The step of adjusting the length of L22 comprises: Increasing the length of L3 in the L22, decreasing the length of L4 in the L22.

10. A track, characterized in that Comprise: A track body for supporting and guiding a target device; A pre-embedded part for supporting the track body, wherein the construction method of the pre-embedded part is constructed by the construction method of the pre-embedded part in any one of claims 1-9.

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