JP2014148814A - Design aid method, program and design aid device - Google Patents

Abstract

PROBLEM TO BE SOLVED: To realize a design aid of a method for filling a clearance between a reinforcing member and an object lateral bridge part by a binding material, by penetrating a penetration bolt through both side parts and the object lateral bridge part of the reinforcing member, by applying the reinforcing member of joining a viaduct column to a bottom part, to a beam or a girder (the object lateral bridge part) of a reinforced concrete structure viaduct.SOLUTION: A design aid method comprises: an assuming sectional force setting step (a step S2) of setting assuming sectional force of operating on a joining part between the object lateral bridge part and the viaduct column; a temporary setting step (a step S10) of setting a temporary arrangement constitution of the penetration bolt; a bearing force calculation step (steps S22-S28) of calculating first bearing force of the joining part to the bending moment of the viaduct column with one end part in a lateral bridge direction of the reinforcing member as the rotational center and second bearing force to axial force and shearing force in the joining part based on a temporary arrangement constitution; and an evaluation step (a step S30) of evaluating the temporary arrangement constitution based on the assuming sectional force, the first and second bearing forces and a given safety factor.

Description

  The present invention relates to a design support method for a reinforced concrete structure viaduct.

  Existing RC viaducts (Reinforced Concrete) are appropriately repaired and reinforced. For example, with regard to reinforcement, cover three surfaces of a pier with a reinforcing steel plate, and connect and fix with a PC steel bar that penetrates the bridge steel column through the opposite part across the pillar of the reinforcing steel plate, and the gap between the steel plate and the column and PC steel. There is a known method of integrating a steel plate, a column, and a PC steel rod by filling the gap between the rod and the column with a filler (see, for example, Patent Document 1).

JP 2008-196288 A

However, a reinforced concrete structure viaduct beam or girder (target horizontal part) is directed to a reinforcing member in which a viaduct pillar is coupled to the bottom, and through bolts are passed through both sides of the reinforcing member and the target horizontal part. There has been no known method for realizing design support for a method of filling a gap between the reinforcing member and the target horizontal portion with a binder.
The present invention has been made in view of the above-described problems.

  According to a first aspect of the present invention for solving the above problems, the reinforcing member of the viaduct column including a U-shaped reinforcing member and a column coupled to the bottom of the reinforcing member is used as a reinforced concrete structure viaduct beam or A girder (hereinafter referred to as “target horizontal part”) is passed through the through bolts on both sides of the reinforcing member and the target horizontal part, and the gap between the reinforcing member and the target horizontal part is a binding material. A design support method executed by a computer to support the design of the arrangement configuration of the through-bolts of the viaduct pillars installed and constructed by filling with, at the joint between the target horizontal part and the viaduct pillar An assumed sectional force setting step for setting an assumed sectional force to work, a temporary setting step for setting a provisional arrangement configuration of the through bolts, and a bending of the viaduct column with one end portion in the horizontal direction of the reinforcing member as a rotation center To moment A proof strength calculating step of calculating a first proof strength of the joint portion and a second proof strength against an axial force and a shear force in the joint portion based on the temporary arrangement configuration, the assumed sectional force, and the A design support method including an evaluation step of evaluating the provisional arrangement based on first and second proof stresses and a given safety factor.

  Further, as another form, the reinforcing member of the viaduct pillar including a reinforcing member having a U-shaped cross section and a pillar coupled to the bottom of the reinforcing member is directed to the target horizontal portion of the reinforced concrete structure viaduct, and the reinforcing Arrangement of the through-bolts of the viaduct pillars installed and constructed by penetrating through bolts on both sides of the member and the target horizontal part and filling a gap between the reinforcing member and the target horizontal part with a binder A design support apparatus for designing a configuration, wherein an assumed cross-sectional force setting means for setting an assumed cross-sectional force acting on a joint portion between the target horizontal portion and the viaduct pillar and a provisional arrangement configuration of the through bolt are set. Temporary setting means to perform, a first proof stress of the joint portion with respect to a bending moment of the viaduct column having one end portion in the horizontal direction of the reinforcing member as a rotation center, and a second resistance against an axial force and a shear force at the joint portion. Yield of The tentative configuration is evaluated based on the proof strength calculation means for calculating the tentative configuration based on the tentative configuration, the assumed sectional force, the first and second proof strengths, and a given safety factor. It is possible to configure a design support apparatus including an evaluation unit.

  According to the first invention, it is possible to support the designer by evaluating the arrangement configuration of the through bolts in the assumed construction method.

  More specifically, as a second aspect of the invention, the temporary setting step is a step of setting the number and position of the through bolts to be included at least in the temporary arrangement configuration. If this is configured, more practical design support becomes possible.

  The third invention further includes a step of selecting which type of through bolts having different diameters and shear yield strengths to be used, wherein the yield strength calculating step includes the diameter of the selected through bolt and The design support method of the first or second invention, which is a step of calculating the first and second yield strengths by further using shear yield strength.

  According to the third aspect, the same effect as in the first or second aspect can be obtained. In addition, it is possible to provide design support based on the use of through bolts whose diameter and shear yield strength are known in advance, for example, existing products.

  In a fourth aspect of the present invention, for a plurality of provisional arrangement configurations, a control step for repeatedly performing the provisional setting step, the proof stress calculation step, and the evaluation step, and a provisional arrangement configuration having the best evaluation result. A design support method according to any one of the first to third inventions, further comprising a step of presenting and outputting.

  According to the fourth aspect, the same effect as any of the first to third aspects can be obtained. In addition, since the best arrangement from various arrangements can be presented, more practical design support is possible.

  A fifth invention is a program for causing a computer to execute the design support method of any one of the first to fourth inventions.

  According to the fifth invention, the same effect as any of the first to fourth inventions can be expressed in the computer.

The figure for demonstrating the outline of the construction of 1st Embodiment. The partial perspective view of RC viaduct which shows the structural example of the horizontal part structure of 1st Embodiment. The longitudinal cross-sectional view of RC viaduct which shows the structural example of the horizontal part structure of 1st Embodiment. The figure which shows the structural example of the penetration bolt and fastener of 1st Embodiment. The figure which shows the structural example of the hardware of a design support apparatus. The functional block diagram which shows the function structural example of a design support apparatus. The figure which shows an example of a data structure of arrangement | positioning structure data. The figure which shows an example of the data structure of bolt specification data. The flowchart for demonstrating the flow of a process of a design support apparatus. The figure which shows the example of the rotation center distance from a rotation center to a penetration bolt. The flowchart for demonstrating a construction order. The figure for demonstrating the filling process of a binding material. The figure for demonstrating the filling process of a binding material. The figure for demonstrating a loading experiment and an experimental result. The figure for demonstrating a loading experiment and an experimental result. The longitudinal cross-sectional view of RC viaduct which shows the structural example of the horizontal part structure of 2nd Embodiment. The figure which shows the structural example of the fastener of 2nd Embodiment.

[First Embodiment]
As a first embodiment to which the present invention is applied, a pair of adjacent existing columns (columns at both ends between the spans) are replaced with new ones while reinforcing horizontal bridges such as RC viaduct beams and girders for railways. An example is construction that expands the span by replacing it with a pillar of a book. In addition, RC viaduct is applicable not only for railways but also for roads. Moreover, it is applicable not only to the replacement of pillars but also to the addition of pillars.

FIG. 1 is a diagram for explaining an outline of construction in the present embodiment.
As shown in FIG. 1 (1), the RC viaduct 2 for railway assumed as a construction target supports a substrate 10 by connecting a plurality of columns 4 with vertical beams 6 and horizontal beams 8. Various facilities such as a railroad track 12, a soundproof fence 14, and a signal (not shown) are appropriately installed on the upper surface of the substrate 10.

  In the present embodiment, as shown in FIG. 1 (2), the vertical distance between the pillar 4 between the first compartment and the second compartment and the pillar 4 between the second compartment and the third compartment. The beam 6 is used as a target horizontal part to be reinforced, and a viaduct pillar 22 that integrally supports the reinforcing member 21 is installed while the target horizontal part is reinforced by the reinforcing member 21. And as shown in FIG.1 (3), the pillar 4 between a 1st division and a 2nd division and the pillar 4 between a 2nd division and a 3rd division are removed, and 1st-1st Renew 3 sections into 2 sections, A section and B section. Note that it may be either whether the reinforcing member 21 is first attached to the target horizontal portion and the viaduct pillar 22 is installed later, or the viaduct pillar 22 is installed first and the reinforcing member 21 is installed later.

[Description of the structure of the target horizontal part after reinforcement]
FIG. 2 is a partial perspective view showing a configuration example of the horizontal structure of the RC viaduct 2 in the present embodiment, and corresponds to a view in which the lower surface of the substrate 10 is looked up obliquely from below. FIG. 3 is a longitudinal sectional view of the same. As shown in these drawings, the horizontal structure 20 after reinforcement of the present embodiment is
(1) a reinforcing member 21 that wraps the longitudinal beam 6 that is a target horizontal portion;
(2) viaduct pillar 22 rigidly connected to the bottom of the member;
(3) the foundation 24 (FIG. 1) that supports the pillar;
(4) a through bolt 25 penetrating the vertical beam 6;
(5) a fastener 26 that is screwed to the through-bolt and is fitted to the reinforcing member 21;
(6) a packing material 27 that closes a gap between side ends of the longitudinal beam 6 and the reinforcing member 21;
(7) A gap between the vertical beam 6 and the reinforcing member 21 and a grout layer 28 filled between the vertical beam 6 and the through bolt 25 are provided.
Note that the number and arrangement position of the through bolts 25 are not limited to the example in the figure, and are appropriately set according to the dimensions of the vertical beam 6 and the length of the reinforcing member 21.

The reinforcing member 21 is a member having a U-shaped cross section that reinforces the longitudinal beam 6 across the diameter of the column 4 to be removed, and is placed so as to cover the outside of the longitudinal beam 6 to be reinforced.
The reinforcing member 21 is made of steel made of, for example, a steel plate. Specifically, both sides and the bottom are prepared separately, and the steel plates are welded and assembled on site. Alternatively, it may be assembled in advance and fitted from below the target longitudinal beam 6 at the site. In addition, the outer peripheral part of the reinforcing member 21 can be appropriately provided with a rib for ensuring the strength. Therefore, the shape of the reinforcing member 21 can be expressed as a “U shape” that is open upwards when viewed without including a rib or the like.

  The “U shape” mentioned here means a shape that covers the protruding surface of the longitudinal beam 6 to be reinforced, and is not limited to the shape of the alphabet letter “U” itself, but is to be reinforced. This means that the degree of freedom according to the cross-sectional shape of the vertical beam 6 is included. For example, the portions corresponding to the left and right of “U” are not limited to straight lines, and may be arcuate. In that case, it can be said that the cross section is C-shaped. Further, it is of course possible that the connection portion between the portion corresponding to the left and right of “U” and the base portion is a right angle, for example, the opening of the “K” in Katakana is directed upward.

  The inner dimension of the reinforcing member 21 is set so as to have a side gap D1 and a bottom gap D2 determined according to the flowability of the grout from the side and bottom surfaces of the longitudinal beam 6 to be reinforced. For example, a grout having a flowability of 6 to 10 seconds according to the “J14 funnel test” is used, and the side gap D1 and the bottom gap D2 are approximately 20 mm.

  The viaduct pillar 22 is formed of, for example, CFT (Concrete Filled Steel Tube). In this embodiment, the reinforcing member 21 and the viaduct pillar 22 are rigidly connected. A coupling structure in which a connecting portion 23 (supporting portion) is appropriately provided between the reinforcing member 21 and the viaduct pillar 22 may be employed.

FIG. 4 is a diagram illustrating a configuration example of the through bolt 25 and the fastener 26.
The through bolt 25 is formed by forming male screw portions 25a at both ends of a PC steel rod, for example. In the specification of this embodiment, the diameter is, for example, 11 mm. A lateral through hole 21h and a through hole 6h are respectively provided in the side portion of the reinforcing member 21 and the longitudinal beam 6 to be reinforced, and the through bolt 25 is inserted into both through holes (FIG. 3).

  The diameter of the through hole 6h of the vertical beam 6 is set so as to have a bolt outer peripheral gap D3 determined according to the flowability of the grout between the through bolt 25 and the through bolt 25. When the longitudinal beam 6 to be reinforced has a dimension as described above and a grout having a flowability of 6 to 10 seconds according to the “J14 funnel test”, the bolt outer peripheral gap D3 is the diameter of the through hole 6h and the through bolt. The difference from the diameter of 25 is set to be about 1.5 times or more of the side gap D1 and the bottom gap D2. As a suitable example, the diameter of the through hole 6h may be “diameter of the through bolt 25 + 30 (mm) or more” or “diameter of the through bolt 25 + 30-40 (mm)”.

  The fastener 26 has a one-piece structure made of, for example, steel, and has a fitting portion 26a that fits into the through hole 21h of the reinforcing member 21 and a shape corresponding to a fastening tool for the fastener (for example, for a wrench) A tightening operation portion 26b having a hexagonal shape and the like, and a female screw portion 26c screwed with the male screw portion 25a of the through bolt 25 (FIG. 4).

The length of the fitting portion 26a along the tightening direction is, for example, 2/3 or more of the thickness of the reinforcing member 21 in the through hole 21h, and is less than the total of the thickness of the reinforcing member 21 and the side gap D1. It is preferable that the length is as follows.
Further, the gap between the fitting portion 26a and the through hole 21h of the reinforcing member 21 is such that the grout to be filled does not leak, the fastener 26 can be screwed into the through bolt 25, and in the radial direction of the through hole 21h. It shall be set to such an extent that rattling does not occur. The fastener 6 preferably has a one-piece structure in which the fitting portion 26a and the tightening operation portion 26b are integrated.

  The packing material 27 (FIG. 2) is, for example, an elastic body such as urethane resin, and the gap between the side surface of the longitudinal beam 6 to be reinforced and the inner side surface of the reinforcing member 21, and the lower surface and the reinforcement of the longitudinal beam 6 to be reinforced. The gap between the bottom surface of the member 21 is filled and the grout is prevented from leaking through the gap. Note that a wooden frame or the like may be temporarily fixed from the outside of the reinforcing member 21 instead of the packing material 27.

  When the grout filled in the gap between the longitudinal beam 6 to be reinforced and the reinforcing member 21 is cured and the grout layer 28 is formed, the longitudinal beam 6, the reinforcing member 21, and the through bolt 25 are rigidly connected. That is, as shown in the enlarged view attached to FIG. 3, the force F <b> 1 is transmitted from the longitudinal beam 6 to the through bolt 25 through the grout layer 28, and the fitting portion of the fastener 26 is transmitted from the through bolt 25. The force F2 is transmitted to the reinforcing member 21 through 26a. In other words, excellent reinforcement without any force transmission loss is realized.

[Description of design support device and design method]
Next, a design method for the number, diameter, and arrangement of the through bolts 25 will be described.
In the present embodiment, the number, diameter, and arrangement of the through bolts 25 are designed using the design support apparatus 1100. FIG. 5 is a diagram illustrating a hardware configuration example of the design support apparatus 1100. The design support apparatus 1100 according to the present embodiment is a so-called computer, and includes a main body apparatus 1101, a keyboard 1106, and a touch panel 1108. The main body device 1101 includes a control board 1150. The control board 1150 includes a CPU 1151, a storage medium such as an IC memory 1152 and a hard disk, an interface IC 1153 that controls input / output of data with the keyboard 1106, the touch panel 1108, and the like.

FIG. 6 is a block diagram illustrating a functional configuration example of the design support apparatus 1100.
The design support apparatus 1100 includes an operation input unit 100, a processing unit 200, an image display unit 360, and a storage unit 500.

  The operation input unit 100 outputs an operation input signal to the processing unit 200 according to various operation inputs made by the operator. The keyboard 1106 and the touch panel 1108 in FIG. 5 correspond to this.

  The processing unit 200 is realized by, for example, a microprocessor such as a CPU or a GPU, an electronic component such as an ASIC (Application Specific Integrated Circuit), an IC memory, and the like, and is connected to each functional unit including the operation input unit 100 and the storage unit 500 To control data input / output. Then, various arithmetic processes are executed based on predetermined programs and data, operation input signals from the operation input unit 100, and various data to control the operation of the design support apparatus 1100. The control board 1150 in FIG. 5 corresponds to this. The processing unit 200 in this embodiment includes an assumed cross-sectional force setting unit 202, a temporary setting unit 204, a proof stress calculation unit 206, an evaluation unit 208, and an image generation unit 260.

  The assumed cross-sectional force setting unit 202 performs control related to the setting of the assumed cross-sectional force acting on the joint portion between the target horizontal portion (the vertical beam 6 in the present embodiment) and the viaduct pillar 22, that is, the reinforcing member 21 and the through bolt 25. . The assumed cross-sectional force includes at least a design bending moment, a design shear force, and a design axial force obtained from the limit load condition assumed for the RC viaduct 2 after reinforcement. Specifically, an input screen for inputting the assumed cross-sectional force is displayed on the image display unit 360, and those values input by the operator from the operation input unit 100 are temporarily stored in the storage unit 500.

  The temporary setting unit 204 performs control related to setting of a temporary arrangement configuration of the through bolt 25. In the present embodiment, the setting is made with reference to the arrangement configuration data 510 (stores the position coordinates through which the through bolt 25 is inserted, see FIG. 7) stored in advance in the storage unit 500. It is also possible to have a configuration in which an input screen for inputting arrangement configuration data is displayed on the image display unit 360 and a value input by an operator is temporarily stored in the storage unit 500.

  The proof stress calculation unit 206 includes a first proof stress of the joint with respect to the bending moment of the viaduct pillar 22 centering on one end of the reinforcing member 21 in the horizontal direction (the longitudinal direction of the longitudinal beam 6 in this embodiment), The second proof stress against the axial force and the shearing force at the part is calculated based on the provisional arrangement configuration set by the provisional setting unit 204.

  The evaluation unit 208 evaluates the provisional arrangement configuration based on the assumed sectional force, the first and second proof stresses, and the given safety factor. In the present embodiment, an evaluation value is calculated according to a predetermined calculation formula described later, and is stored in the evaluation value data 530 of the storage unit 500 in association with the provisional arrangement configuration identification information.

  The image generation unit 260 generates an image signal of a display screen realized by, for example, a processor such as a GPU or a digital signal processor (DSP), an IC memory for a drawing frame such as a video signal IC or a frame buffer, and the like. To 360.

  The image display unit 360 displays various images such as an input screen based on the image signal input from the image generation unit 260. For example, it can be realized by an image display device such as a flat panel display, a cathode ray tube (CRT), a projector, or a head mounted display. In this embodiment, the touch panel 1108 in FIG. 5 corresponds to this.

  The storage unit 500 stores a system program for realizing various functions for causing the processing unit 200 to control the design support apparatus 1100 in an integrated manner, a program necessary for design support, various data, and the like. Further, it is used as a work area of the processing unit 200, and temporarily stores calculation results executed by the processing unit 200 according to various programs, input data input from the operation input unit 100, and the like. Such a function is realized by, for example, an IC memory such as a RAM or a ROM, a magnetic disk such as a hard disk, or an optical disk such as a CD-ROM or DVD. This corresponds to an information storage medium such as an IC memory 1152 and a hard disk mounted on the control board 1150 of FIG.

The storage unit 500 of this embodiment stores a system program 501 and a design support program 502.
The system program 501 is a program for realizing basic functions of input / output as a computer of the design support apparatus 1100.
The design support program 502 reads and executes the processing unit 200 to realize functions as an assumed sectional force setting unit 202, a temporary setting unit 204, a proof stress calculation unit 206, an evaluation unit 208, and an image generation unit 260. However, the application software may be configured as a part of the system program 501.

  In addition, the storage unit 500 stores arrangement configuration data 510 and bolt specification data 520 in advance, and stores evaluation value data 530 along with execution of design support. Of course, the storage unit 500 can also appropriately store other data necessary for design support calculation processing.

For example, as shown in FIG. 7, the arrangement configuration data 510 includes an arrangement position coordinate list 516 that stores the total number of through bolts 514 in association with the arrangement configuration ID 512 and the arrangement position coordinate values of each of the through bolts 25 to be arranged. Are stored in association with each other.
A number of reinforcing bars are arranged inside the longitudinal beam 6 to be reinforced, and it is impossible to cut through the reinforcing bars to provide the through holes 6h because the strength is reduced. Therefore, the position where the through bolt 25 can be arranged is inevitably obtained from the reinforcement of the longitudinal beam 6 to be reinforced. The arrangement configuration is inevitably a combination of positions that can be arranged.

For example, as shown in FIG. 8, the bolt specification data 520 stores a diameter 524, a cross-sectional area 526, and a design shear yield strength 528 in association with the standard ID 522.
It can be said that it is preferable to use an existing standard bolt as the through bolt 25 because of the reduction of the construction cost and the availability. Therefore, the diameter 524, the cross-sectional area 526, and the design shear yield strength 528 stored in the bolt specification data 520 are the existing standard values. Of course, if a non-standard dedicated design is allowed, those values should be included in the data.

  FIG. 9 is a flowchart for explaining the flow of processing related to design support of the design support apparatus 1100. The processing described here is realized by the processing unit 200 executing the design support program 502.

  First, the processing unit 200 executes a condition setting process for setting design conditions including an assumed cross-sectional force (step S2). Specifically, as design conditions, (1) cross-sectional specifications of the longitudinal beam 6 to be reinforced, and (2) design bending moment Md, design shear force Vd, design axis as an assumed cross-sectional force acting on the joint between the column and the beam An input screen for inputting force Nd and (3) safety coefficient γb is displayed. Then, the input data is stored in the storage unit 500.

  Next, the process part 200 performs the process of the loop A about each arrangement configuration of the penetration bolt 25 (step S10-S40). In the present embodiment, it is executed for each arrangement configuration indicated by the arrangement configuration ID 512 of the arrangement configuration data 510.

In the loop A, the processing unit 200 calculates the dimension of the reinforcing member 21 according to the processing target arrangement configuration (step S12), and the rotational center position of the reinforcing member 21 and the rotational center distance Li (i = through bolt) of each through bolt. (Identification number) is calculated (step S14).
The side surface dimensions of the reinforcing member 21 (the height of the side surface of the reinforcing member 21 and the length in the longitudinal direction of the longitudinal beam 6 to be reinforced) are further increased from the arrangement position of the outermost through bolt 25 in the arrangement configuration to be processed. It is determined that a predetermined length is secured outside in the direction or the longitudinal direction of the beam.
For example, as shown in FIG. 10, the rotation center distance Li is such that a load W acts on the viaduct pillar 22 in the longitudinal direction of the longitudinal beam 6 to be reinforced, and one end of the bottom surface of the reinforcement member 21 is the rotation center 30. It is calculated on the assumption that 21 rotates. Note that FIG. 10 shows an example in which the number of through bolts 25 is five, but in actuality, it follows the arrangement configuration to be loop processed.

Next, loop B is executed for each standard of selectable through bolt 25 (step S20).
In the loop B, first, for each through bolt 25, the resistance force against the bending moment, that is, the bending strength, is calculated by the following equation (1) (step S22).
Bending strength Pi = Pmax × (Li / Lmax) (1)
(Where i = standard identification number, Pmax = fs × Ai)
Based on the resistance force of all through bolts 25, the bending strength of the entire joint to which the reinforcing member 21 is attached is calculated by the following equation (2) (step S24).
Total bending strength Mud = ΣPi · Li / γb (2)

Next, for each through bolt 25, the acting axial force and the resistance force against the shearing force based on the axial force, that is, the shear strength, are calculated by the following equation (3) (step S26).
Shear strength Qi = fs x Ai (3)

And based on the shear strength of all the penetration bolts 25, the shear strength of the whole joining part to which the reinforcement member 21 is attached is calculated by following Formula (4) (step S28).
Total shear strength Vud = ΣQi / γb Formula (4)

Next, an evaluation value ki is calculated by the following equation (5) based on the yield strength of the entire joint, and the arrangement configuration ID 512 that is the processing target of the loop A and the processing of the loop B are added to the calculated evaluation value ki. The target standard ID 522 is associated and stored in the evaluation index data 530 (step S30), and the loop B is terminated (step S32).
Evaluation value ki = γb {(Md / Mud) + (SQRT [Nd ² + Vd ² ] / Vud)} Expression (5)

  If the loop B is executed for all the specifications of the selectable bolts, the processing of the loop A for the arrangement configuration of the through bolts 25 that are currently processed is terminated (step S40).

  If steps S12 to S14 and loop B have been executed for all the arrangement configurations corresponding to the arrangement configuration ID 512 of the arrangement configuration data 510, the processing unit 200 next descends the evaluation values stored in the evaluation value data 530 in descending order. Then, the evaluation value ki, the arrangement configuration ID 512 of the through bolt 25, and the standard ID 522 of the through bolt 25 are displayed on the screen in association with each other (step S42). The best arrangement configuration is presented and output at the highest level. The designer can appropriately select an option that satisfies both the strength requirement and the cost with reference to the result of the screen display.

[Description of construction order]
Next, the construction order will be described. In addition, description is abbreviate | omitted about installation of the scaffold etc. which concern on each process. FIG. 11 is a flowchart for explaining the construction order in the present embodiment.
First, the through-hole 6h is provided in the longitudinal beam 6 to be reinforced (the target horizontal portion of the reinforced concrete structure viaduct in the present embodiment) (step T2: opening step). Next, the reinforcing member 21 is placed on the longitudinal beam 6 to be reinforced (step T4: provisional arrangement step). At this time, alignment is performed so that the through-hole 21h provided in the reinforcing member 21 and the through-hole 6h of the beam are opened substantially coaxially.

  Next, the through bolts 25 are passed through the both side portions of the reinforcing member 21 and the through holes 6h of the longitudinal beam 6 to be reinforced, and the fasteners 26 are screwed into both ends of the inserted through bolts 25 to be fastened and fixed (step). T6: bolt installation step). At this time, the fitting portion 26 a of the fastener 26 is fitted into the through hole 21 h of the reinforcing member 21.

Next, the packing material 27 is inserted into the side opening of the reinforcing member 21, and the bonding material (the main material is inserted into the gap between the one side portion, the bottom portion, and the other side portion of the reinforcing member 21 and the longitudinal beam 6 to be reinforced). In this embodiment, grout) is filled from one side by a one-push method (in this embodiment, by natural fall by pouring from the top) (step T8: filling step). Note that the pouring position may be one central position in the longitudinal direction of the reinforcing member 21 (the direction of the longitudinal beam 6), or pouring from a plurality of positions arranged at equal intervals in the longitudinal direction.
Next, the grout is cured (step T10: curing step). When the grout is hardened, the vertical beam 6 to be reinforced and the reinforcing member 21 are rigidly connected by the grout layer 28 to complete the construction.

  12-13 is a figure which shows the example of the inflow situation of the grout in a filling step in time series. As shown in FIG. 12 (1), it is assumed that the grout 9 (shaded portion of the column) is poured from the upper left part of the reinforcing member 21. Depending on the flow characteristics of the grout 9 and the setting of each gap (side gap D1, bottom gap D2 and bolt outer circumference gap D3), the grout 9 is located on the left side (one side) along the left inner surface of the reinforcing member 21. Flowing down the gap D1, the grout gradually begins to fill from the left end position G1 of the bottom gap D2.

  The grout 9 gradually flows toward the right in the bottom gap D2, but also starts to accumulate along the left side gap D1 due to its low fluidity. Then, as shown in FIG. 12 (2), when the upper part of the grout 9 in the left side gap D1 eventually reaches the left opening position G2 of the lower through-hole 6, the grout 9 also enters the bolt outer circumferential gap D3. It starts to flow. The grout 9 flowing into the bottom gap D2 eventually reaches the right end position G3, and gradually fills the right side (the other side) side gap D1 upward. Eventually, it reaches the right opening position G4 of the lower through-hole 6h.

  However, in this embodiment, since the bolt outer peripheral gap D3 is set larger than the bottom gap D2, the grout 9 via the bottom gap D2 reaches the right opening position G4 as shown in FIG. 13 (3). It is earlier that the grout 9 that fills the bolt outer periphery gap D3 reaches the right opening position G4. From another viewpoint, the grout 9 that has pushed out the air in the lower through hole 6h joins the grout 9 that rises from the right end position G3 to the right opening position G4. Accordingly, as shown in FIG. 13 (4), the grout 9 is filled by “one-pressing” into the lower through-hole 6h.

  Here, it is also important that the grout 9 passing through the bottom gap D2 reaches the right end position G3 of the side gap D1 at the timing when the grout 9 that has pushed out the air in the lower through hole 6h reaches the right opening position G4. It is. If it does not reach the bottom gap D2, for example, it has only reached the middle of the left and right, the grout 9 overflowing from the lower through hole 6h flows down the right side gap D1 and from the right end position G3 to the bottom gap. It will flow into D2. In this case, the grouting 9 coming from the left end position G1 and the bottom gap D2 join together, and there is a problem that bubbles may not be sufficiently removed from the bottom gap D2, resulting in insufficient strength.

  Now, when the grout 9 passing through the lower through hole 6h reaches the right opening position G4, the grout 9 reaches the left opening position G5 of the upper through hole 6h in the left side gap D1, and the upper stage The grout 9 starts to flow into the through hole 6h. The timing at which the grout 9 flowing into the upper through hole 6h reaches the right opening G6 of the through hole is set to be earlier than the grout 9 rising from the right opening position G4 to the right side gap D1. ing. Therefore, the grout 9 is also filled by “one-pressing” in the upper through hole 6h.

  Grouting 9 is continued until the top of the right side gap D1 is filled. When the grout 9 is cured, the state shown in FIG. 3 is finally obtained, the grout layer 28 is formed, and the longitudinal beam 6 and the reinforcing member 21 are extremely strongly connected.

[Explanation of loading experiment]
FIG. 14 is a diagram illustrating a result of a loading test on the horizontal portion after reinforcement in the present embodiment.
In the loading experiment, as shown in FIG. 14 (1), a full-size temporary beam 6 'is produced and this is regarded as a horizontal portion to be reinforced, and a set of reinforcing members 21 and the like are attached in the same manner as described above. It was. However, the viaduct pillar 22 is shorter than the actual due to space limitations in the laboratory. Then, the reinforced temporary beam 6 'is turned upside down and fixed to the test apparatus, and is alternately applied to the viaduct pillar 22 by an actuator in a direction orthogonal to the longitudinal direction of the beam (the load direction is reversed). The displacement of the reinforcing member 21 was measured by applying a load. From the result of repeated measurement while increasing the load stepwise, the graph of FIG. 14 (2) was obtained. As a result of the loading test, the force is transmitted well at the joint between the reinforcing member 21 according to the present embodiment and the horizontal part to be reinforced, so that the column / beam joint has sufficient strength. I found out.

  FIG. 15 is a diagram showing a result of the second loading experiment when the load direction is the longitudinal direction of the virtual beam 6 '. As shown in FIG. 15 (1), an experimental body was prepared in the same manner as in the previous loading experiment, and an alternating load was applied to the viaduct pillar 22 in the longitudinal direction of the beam by an actuator to measure the displacement of the reinforcing member 21. However, in the experiment, the load was increased until the final destruction. From the measurement result, the graph of FIG. 15 (2) was obtained. In design, 190 (kN) is the assumed yield load. However, even in the region where the expected yield load is exceeded, the residual bolt remains and does not break, and the through bolt 25 breaks at 308 (kN). Even from the result of the second loading experiment, although the direction of the load is different, the force is transmitted well between the reinforcing member 21 and the horizontal part to be reinforced, and the column / beam joint is sufficient. It was found to have proof stress.

  Thus, according to the present embodiment, the grout (binding material) that wraps around to the other side through the bottom gap D2 is formed in the through hole 6h of the target horizontal portion (vertical beam 6) through which the through bolt 25 is inserted. Since the grout that has passed through the through hole 6h reaches the opening on the other side before reaching the opening on the other side, the penetration of the target horizontal portion (vertical beam 6) Air bubbles, that is, unfilled portions hardly remain in the holes 6, and a high filling degree can be realized. Moreover, since it is only necessary to fill the grout under the natural flow of the push-push method, an apparatus for increasing the filling pressure is unnecessary, and the man-hour and cost can be reduced.

  In addition, transmission of force from the target horizontal portion (vertical beam 6 in the present embodiment) of the reinforcement target portion to the through bolt 25 is performed via the bonding material filled in the through hole 6h, and further from the through bolt 25. Transmission of force to the reinforcing member 21 is performed via the fastener 26. Therefore, the object horizontal portion, the through bolt 25, and the reinforcing member 21 can be more firmly rigidly connected.

[Second Embodiment]
Next, a second embodiment to which the present invention is applied will be described. Although the present embodiment is basically realized in the same manner as the first embodiment, the configuration relating to the transmission of force between the through bolt 25 and the reinforcing member 21 is different. In the following, differences from the first embodiment will be mainly described, and the same components as those in the first embodiment are denoted by the same reference numerals and description thereof will be omitted.

  FIG. 16 is a longitudinal cross-sectional view of the target horizontal portion after reinforcement in the present embodiment. The target horizontal portion after reinforcement of the present embodiment has a structure including a reinforcing member 21, a viaduct pillar 22, a foundation 24, a through bolt 25, a fastener 26 </ b> B, and a grout layer 28.

  FIG. 17 is a diagram illustrating a configuration example of the fastener 26B in the present embodiment. The fastener 26B includes a tightening operation portion 26b having a shape (for example, a hexagon for a wrench) corresponding to a tightening tool for the fastener, and a female screw portion 26c that is screwed with the male screw portion 25a of the through bolt 25. And a washer portion 26d larger than the diameter of the through hole 21h of the reinforcing member 21. In the present embodiment, the fastener 26B has a one-piece structure in which the tightening operation portion 26b and the washer portion 26d are integrated, but may have a two-piece structure in which both are separate parts.

  The filling process of the grout (binding material) into the side gap D1, the bottom gap D2, and the bolt outer circumference gap D3 in this embodiment is the same as that in the first embodiment (see FIGS. 12 and 13). In this embodiment, as shown in FIG. 16, when the fastener 26B is screwed to the through bolt 25, the inner portion of the through hole 21h of the reinforcing member 21 (of course, the through bolt 25 passes therethrough). The space is continuous with the side gap D1, and the grout is also filled in the grout filling process. That is, as shown in the enlarged view of FIG. 16, the force F1 is transmitted from the longitudinal beam 6 to the through bolt 25 through the grout layer 28, and the portion of the grout layer 28 in the through hole 21h from the through bolt 25. The force F2 is transmitted to the reinforcing member 21 via the.

[Modification]
As described above, the embodiments to which the present invention is applied have been described. However, the present invention is not limited to these embodiments, and appropriate additions, omissions, and modifications for the configuration may be made without departing from the gist of the invention. Can do.

  For example, in the above embodiment, the through bolts 25 are inserted into the upper and lower two stages, and the diameters of the through holes 6h of the corresponding vertical beams 6 are the same, but the grout filling as shown in FIGS. As long as can be realized, the diameters may be different from each other. The same applies to the value of the left and right side gaps D1. Further, although the side gap D1 has the same width from the top to the bottom, for example, the size of the gap may be different up and down, for example, the bottom is wide and narrows toward the top.

  Moreover, in each embodiment mentioned above, although the horizontal part made into reinforcement object was illustrated as the vertical beam 6, it can also be set as the horizontal beam 8. FIG. Moreover, it can apply not only to a beam but to a girder. In addition, one viaduct pillar may not be replaced with two existing pillars, but one viaduct pillar may be replaced with one existing pillar.

  In the above embodiment, the viaduct pillar 22 is provided. However, when the pillar is unnecessary, that is, when only the reinforcement of the beam or the girder is intended, the viaduct pillar 22 can be omitted.

  Further, the grout material can be selected from cement (mortar) type, glass type, synthetic resin and the like according to cost, reinforcing strength and the like.

2 ... RC viaduct 4 ... Pillar (existing)
6 ... Vertical beam 8 ... Horizontal beam 9 ... Grout (binding material)
DESCRIPTION OF SYMBOLS 10 ... Board | substrate 12 ... Track 14 ... Soundproof fence 20 ... Horizontal part structure 21 ... Reinforcement member 22 ... Viaduct pillar 23 ... Connection part 24 ... Foundation 25 ... Through bolt 26 ... Fastener 26a ... Fitting part 26b ... Tightening operation part 26c ... Female thread part 26d ... Washer part 27 ... Packing material 28 ... Grout layer 100 ... Operation input part 200 ... Processing part 200
DESCRIPTION OF SYMBOLS 202 ... Assumed section force setting part 204 ... Temporary setting part 206 ... Strength calculation part 208 ... Evaluation part 500 ... Memory | storage part 502 ... Design support program 510 ... Arrangement configuration data 520 ... Bolt specification data 530 ... Evaluation value data 1100 ... Design support Device 1150 ... Control board

Claims (6)

The reinforcing member of the viaduct column including a U-shaped reinforcing member and a column coupled to the bottom of the reinforcing member is directed to a beam or girder (hereinafter referred to as “target horizontal portion”) of the reinforced concrete structure viaduct. In other words, the viaduct pillars are installed and constructed by penetrating through bolts on both sides of the reinforcing member and the target horizontal part, and filling the gap between the reinforcing member and the target horizontal part with a binder. A design support method executed by a computer to support design of the arrangement configuration of through-bolts,
An assumed cross-sectional force setting step for setting an assumed cross-sectional force acting on a joint portion between the target horizontal portion and the viaduct pillar;
A temporary setting step for setting a temporary arrangement configuration of the through bolt;
The first proof stress of the joint portion with respect to the bending moment of the viaduct pillar having the one end portion in the horizontal direction of the reinforcing member as the rotation center, and the second proof strength with respect to axial force and shear force at the joint portion, Strength calculation step to calculate based on the provisional arrangement configuration,
An evaluation step for evaluating the provisional arrangement based on the assumed sectional force, the first and second proof stresses, and a given safety factor;
Design support method including The provisional setting step is a step of setting the provisional arrangement configuration including at least the number and arrangement position of the through bolts,
The design support method according to claim 1. The method further includes the step of selecting which type of through bolts having different diameters and shear yield strengths to be used,
The yield strength calculating step is a step of calculating the first and second yield strengths by further using the diameter and shear yield strength of the selected through bolt.
The design support method according to claim 1 or 2. For a plurality of provisional arrangement configurations, a control step for repeatedly performing the provisional setting step, the yield strength calculation step, and the evaluation step;
Presenting and outputting a temporary arrangement configuration with the best result of the evaluation;
The design support method according to any one of claims 1 to 3, further comprising:   The program for making a computer perform the design assistance method as described in any one of Claims 1-4. The reinforcing member of the viaduct column having a U-shaped reinforcing member and a column coupled to the bottom of the reinforcing member is directed to the target horizontal portion of the reinforced concrete structure viaduct, both sides of the reinforcing member and the Design that supports the arrangement configuration of the through-bolts of the viaduct pillar installed and constructed by passing through bolts through the target horizontal part and filling the gap between the reinforcing member and the target horizontal part with a binder. A support device,
An assumed cross-sectional force setting means for setting an assumed cross-sectional force acting on a joint portion between the target horizontal portion and the viaduct pillar;
Temporary setting means for setting a temporary arrangement configuration of the through bolt;
The first proof stress of the joint portion with respect to the bending moment of the viaduct pillar having the one end portion in the horizontal direction of the reinforcing member as the rotation center, and the second proof strength with respect to axial force and shear force at the joint portion, Strength calculation means for calculating based on the provisional configuration,
An evaluation means for evaluating the provisional arrangement based on the assumed sectional force, the first and second proof stresses, and a given safety factor;
Design support device with

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