JP4235079B2 - Structure of joint between reinforced concrete column and steel beam - Google Patents

Description

  The present invention relates to a structure of a joint for joining a reinforced concrete column and a steel beam.

In recent years, in view of the need to build a recycling-type socio-economic system that has a low impact on the global environment, construction recycling has been promoted in the field of construction work with the aim of conserving construction resources and recycling them. There is a strong demand for the development of a recycling building system that pursues the suppression, reuse, and recycling (recycling) of by-products.

  It is generally easier to disassemble precast reinforced concrete columns (PCa columns) and steel beams than rigid connections, reducing the amount of waste generated and reusing steel frames. It is effective in. However, conventionally, when pin-connecting a PCa column and a steel beam, the steel beam web is applied to a single gusset plate that has jumped out from the side surface of the PCa column in the same manner as a pin connection of a pure steel frame. Since the bolts are joined via the (joint plate), not only temporary bolts are required to temporarily fix the steel beams supported by cranes, but also during construction, both during construction and during dismantling. Temporary support by a crane or the like that supports the beam was required, and there were problems in terms of workability and safety.

  In addition, although it is the structure which joins a PCa pillar and a steel beam rigidly in patent document 1, the technique which joins both in the state which left the weight of the steel beam to the PCa pillar is described. As shown in FIGS. 10 and 11, a protrusion (ago) b is integrally formed on the side surface of the PCa column a, while the lower half of the web and the lower flange are formed at the end of the steel beam c. To form a support portion d that rests on the protrusion b, and welds vertical joining plates e and f to the tip of the support portion d and the tip of the lower portion of the support portion d, respectively. Reinforcing plates g and h are welded between the joining plate e and the upper flange, and the lower joining plate f and the lower flange, respectively, and the support portion d formed at the end of the steel beam c is used as the protrusion b. In a state of being mounted on the upper and lower joining plates e and f and the side surface of the PCa pillar a, a filler i made of non-shrink mortar is filled, and after the filler i is cured, embedded in the PCa pillar a in advance. Formed on the bonded plates e, e, f, and f of the steel beam c to be bonded to both sides thereof. PC steel rod j is inserted through the through-hole, one end of PC steel rod j is fixed with a crimping grip etc., and the other end of PC steel rod j is fixed with a crimping grip etc. It is.

  According to said joining structure, both are joined in the state which left the weight of the steel beam c in the PCa pillar a by mounting the support part d formed in the edge part of the steel beam c on the protrusion part b. Therefore, there is an advantage that a temporary bolt or a temporary support by a crane or the like that supports the steel beam during work is unnecessary, and the construction can be easily performed.

  However, this joining structure does not take into consideration the workability at the time of dismantling, and when disassembling, many complicated operations such as pulling out the PC steel rod j in tension and lifting off the filler i are necessary. . Moreover, since the end part of the steel beam c is processed into a complicated shape as described above, after dismantling, the steel beam c is, for example, a core material of a retaining wall, a parent pile of a main pile cross-sheet pile method, When it is reused as a beam or the like, it is necessary to cut off unnecessary portions (support portion d, joining plates e and f, reinforcing plates g and h, etc.), and there are many material losses, which are not suitable for a recycling building system.

Japanese Patent No. 3407164

  The present invention has been made in consideration of the above-mentioned matters, and the purpose of the present invention is good workability at the time of erection and dismantling, and after dismantling, when reusing steel beams or recycling of columns An object of the present invention is to provide a structure of a joint portion between a reinforced concrete column and a steel beam that is suitable for a recycled building system with little material loss.

In order to achieve the above object, the technical measures taken by the present invention are as follows. That is, in the invention according to claim 1, the vertical plate portion of the steel bracket provided with the horizontal plate portion, the vertical plate portion, and the reinforcing portion provided over both plate portions is bolted to the side surface of the reinforced concrete column, With the steel beam placed on the horizontal plate part , two lower flanges of the steel beam are arranged on the horizontal plate part side by side in the beam width direction and bolted with a bolt that penetrates both and a nut that is screwed to the bolt. By doing so, the reinforced concrete columns and steel beams are pin-joined.

  The invention described in claim 2 is characterized in that steel beams in directions orthogonal to each other are bolted via steel brackets.

According to the third aspect of the present invention, the steel beam in a direction orthogonal to the steel beam bolted through the steel bracket is placed on the top of the reinforced concrete column at the top of the top column. It is characterized in that the reinforced concrete column and the steel beam are pin-joined by bolting with two anchor bolts or female threaded insert hardware arranged side by side in the beam width direction with the lower flange as the column head.

  In the first to third aspects of the present invention, the reinforced concrete column may be a reinforced concrete column constructed by in-situ concrete casting or a precast reinforced concrete column formed at a factory or site. In addition, when the vertical plate portion of the steel bracket is bolted to the side surface of the reinforced concrete column, any of an anchor bolt embedded in the reinforced concrete column, a female threaded insert metal, and a through bolt penetrating the reinforced concrete column may be employed.

  According to the above configuration, when pinning a reinforced concrete column and a steel beam, the steel beam is placed on the head of the steel bracket or reinforced concrete column bolted to the side of the reinforced concrete column, and the weight of the steel beam is reinforced. Since the lower flange bolts can be joined to the machine, the temporary bolts for temporarily fixing the steel beam supported by the crane and the temporary support by the crane supporting the steel beam during the work are unnecessary. In the case of dismantling, the workability at the time of dismantling is good because the bolts can be removed while the weight of the steel beam is left in the reinforced concrete column.

  In particular, steel beams and steel brackets are bolted and can be removed in a healthy state, allowing 100% reuse. Bolt holes are formed in the lower flange at the ends of steel beams. It is not necessary to cut off the end of the steel beam when reusing the steel beam after dismantling, for example, as a core material for a retaining wall, a main pile of a main pile cross-sheet pile method, a cutting beam, etc. There is no material loss. In addition, reinforced concrete columns can be disassembled, and the reinforcing bars, anchor bolts, female threaded insert hardware can be separated and recycled, and aggregates can be reused. Therefore, it is suitable for a recycling building system.

  Hereinafter, embodiments of the present invention will be described with reference to the drawings, but the present invention is not limited thereby. FIG. 1 shows an outline of a building adopting a recycling building system. In FIG. 1, 1 is a reinforced concrete column (in this example, it is a precast reinforced concrete column, henceforth referred to as a precast reinforced concrete column 1), 2 is a steel beam, 3 is a folded roof, 4 is constructed by casting concrete on the spot The floor structure slab of the first floor, 5 is a precast reinforced concrete panel constituting the outer wall. The column base of the precast reinforced concrete column 1 is joined to the rigidity of the floor structure slab 4.

In the above-mentioned building, the pillars and the outer wall are made full-cast, thereby suppressing the generation of waste materials and enabling the reuse of aggregates. The precast reinforced concrete panel 5 that constitutes the outer wall is made with a decorative finish to save the exterior finishing work, and by setting the amount of reinforcement according to the required strength, it eliminates the need for a foundation steel frame for reinforcement. Furthermore, at the time of dismantling, it is considered that the removed precast reinforced concrete panels 5 are laid on the ground and can be used as a work floor on which construction equipment can travel. In addition, while the floor structure slab 4 has no foundation beam, the amount of cut and fill soil is equalized by adjusting the ground level before construction and the design GL level after construction. It is.

  Equipment such as lighting fixtures 6, air conditioner indoor units 7, air conditioner outdoor units 8, generators 9, fire shutters 10, double floors 11 forming wiring pipe bits, etc. are reused from facilities in other dismantled buildings Has been.

  For the steel beam 2, in order to facilitate reuse after dismantling by unifying the modules, for example, a mountain retaining material (core material of a retaining wall, a parent pile of a main pile cross-sheet pile method, a cross beam, a temporary gantry, etc.) The same cross-section as the leasing material used.

  The joint structure between the precast reinforced concrete column 1 and the steel beam 2 adopts the following pin connection to facilitate installation and removal of the steel beam 2 in consideration of workability during construction and dismantling. ing.

  That is, as shown in FIG. 2 and FIG. 3, when the precast reinforced concrete column 1 and the steel beam 2 are pin-joined, a plate-like plate provided across the horizontal plate portion 12a, the vertical plate portion 12b, and both plate portions 12a and 12b. The vertical plate portion 12b of the steel bracket 12 provided with the reinforcing portion 12c is bolted to the side surface of the precast reinforced concrete column 1 by an anchor bolt 13 embedded in a state in which the tip protrudes from the side surface, and the horizontal plate portion With the steel beam 2 placed on 12a, the lower flange 2a of the steel beam 2 is bolted to the horizontal plate portion 12a. Reference numeral 14 denotes a nut that is screwed to the anchor bolt 13, 15 is a bolt that penetrates the lower flange 2 a and the horizontal plate portion 12 a, and 16 is a nut that is screwed to the bolt 15. When the lower flange 2a of the steel beam 2 is joined to the horizontal plate portion 12a of the steel bracket 12 with the two bolts 15, the two bolts 15 are arranged side by side in the beam width direction as shown in FIG. By doing so, the pin joint of the precast reinforced concrete pillar 1 and the steel beam 2 is implement | achieved.

  Moreover, in the top of the capital of the top floor, as shown in FIG. 2, the steel beam 2 in a direction perpendicular to the steel beam 2 joined via the steel bracket 12 is placed on the capital of the precast reinforced concrete column 1. The lower flange 2a of the steel beam 2 is bolted to the stigma by anchor bolts 13 protruding upward from the stigma. In the case of an intermediate floor beam, as shown in FIGS. 4 and 5, they are perpendicular to each other. Each two-way steel beam 2 is joined via a steel bracket 12. When joining the lower flange 2a of the steel beam 2 to the stigma with two anchor bolts 13 protruding upward from the stigma, as shown in FIG. 3, the two anchor bolts 13 are arranged in the beam width direction. By arranging the pins, the pin connection between the precast reinforced concrete column 1 and the steel beam 2 is realized. L shown in FIGS. 2 and 4 is a step for securing a roof gradient. 2 shown in FIG. 2 is a mortar for adjusting the top level constructed on the head of the column after the precast reinforced concrete column 1 is erected. When the column head of the precast reinforced concrete column 1 is smooth and level accuracy can be secured The mortar 17 can be omitted.

  In the example shown in the drawing, the steel bracket 12 is a box-shaped member provided with plate-like reinforcing portions 12c on both sides of the horizontal plate portion 12a and the vertical plate portion 12b. The position and the like can be changed as appropriate, and the shape of the steel bracket 12 is not limited to the illustrated one.

According to the above-described joining structure, for example, the precast reinforced concrete column 1 with the steel bracket 12 bolted to the side surface is erected in advance, and the end of the steel beam 2 lifted by a crane or the like is attached to the steel bracket 12 or the like. In order to temporarily fix the steel beam 2 supported by a crane or the like because the lower flange 2a can be bolted with the steel beam 2 placed on the head of the precast reinforced concrete column 1 and the weight of the steel beam 2 being deposited in the precast reinforced concrete column 1. No temporary bolts or temporary support by a crane that supports the steel beam 2 during work is necessary, and the workability during construction is good. In the case of dismantling, the weight of the steel beam 2 was left in the precast reinforced concrete column 1 Since the bolts can be removed in the state, workability at the time of dismantling is good.

  In particular, the steel beam 2 and the steel bracket 12 are bolted and can be removed in a healthy state, so that 100% reuse is possible. The end of the steel beam 2 is connected to the lower flange 2a. Since it is only necessary to form a bolt hole, when the steel beam 2 after dismantling is reused as a core material of a retaining wall, a parent pile of a main pile cross-sheet pile method, a cut beam, etc., the end of the steel beam 2 There is no need to cut off and no material loss occurs.

  Further, the precast reinforced concrete column 1 can be disassembled, separated and recovered from the reinforcing bars and the anchor bolts 13, and recycled, and the aggregate can be recycled.

  In each of the embodiments shown in FIGS. 2 to 5, the steel bracket 12 is attached by the anchor bolt 13 embedded in the precast reinforced concrete column 1. However, as shown in FIGS. 6 and 7, the precast reinforced concrete column 1 is used. In place of the anchor bolt 13, an internal thread-like insert metal 18 is embedded in at least one surface of the steel plate 12, and the vertical plate portion 12 b of the steel bracket 12 is bolted by a bolt 19 that is screwed into the internal thread-like insert metal 18. It is also possible to implement. Reference numeral 20 shown in FIG. 7 denotes an anchor rebar inserted through the inner end of the female screw-shaped insert 18.

  According to this configuration, the surface of the precast reinforced concrete column 1 in which the internal thread-like insert hardware 18 is embedded becomes flat (since there is no protrusion at the tip of the anchor bolt 13), and therefore when the precast reinforced concrete column 1 is manufactured, FIG. As shown, the bottom mold 21 having a flat upper surface can be used, and there is no need to form a recess for inserting the protrusion at the tip of the anchor bolt 13, and the structure of the bottom mold 21 can be simplified. is there.

  Although not shown, the anchor bolts 13 on all four sides of the precast reinforced concrete column 1 and the anchor bolts 13 on the stigma can be replaced with female threaded insert hardware 18. In addition, when bolting the vertical plate portion 12b of the steel bracket 12 to the side surface of the precast reinforced concrete column 1, instead of the anchor bolt 13 and the female threaded insert metal piece 18, as shown in FIGS. 8 and 9, precast reinforced concrete is used. A through bolt 22 penetrating the pillar 1 may be employed.

  1 to 9, the embodiment of the present invention has been described by taking the precast reinforced concrete column 1 as an example. However, the present invention is also applied to a joint portion between a reinforced concrete column and a steel beam constructed by spot casting of concrete. Of course you can.

It is a partially cutaway perspective view showing an outline of a building adopting a recycled building system. It is a partially notched side view which shows the structure of the junction part of the pillar and beam in the top floor. It is a partially notched top view which shows the structure of the junction part of the pillar and beam in the top floor. It is a partially notched side view which shows the structure of the junction part of the pillar and beam in an intermediate floor. It is a partially notched top view which shows the structure of the junction part of the pillar and beam in an intermediate floor. It is a partially notched side view which shows other embodiment. It is sectional drawing of a precast reinforced concrete pillar. It is a partially notched side view which shows other embodiment. It is a partially cutaway plan view. It is a vertical side view which shows a prior art example. It is a cross-sectional top view which shows a prior art example.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Precast reinforced concrete pillar 2 Steel beam 2a Lower flange 12 Steel bracket 12a Horizontal flat plate part 12b Vertical plate part 12c Reinforcement part 13 Anchor bolt 18 Female thread insert metal fitting 22 Through bolt

Claims (3)

The vertical plate portion of the steel bracket provided with a horizontal plate portion, a vertical plate portion, and a reinforcing portion provided over both plate portions is bolted to a side surface of a reinforced concrete column, and a steel beam is placed on the horizontal plate portion. In this state, the reinforced concrete column and the steel beam are pin-joined by bolting the bottom flange of the steel beam to the horizontal plate part with two bolts arranged side by side in the beam width direction and a bolt that penetrates both of them and a nut that is screwed to it. The structure of the joint between a reinforced concrete column and a steel beam.   The structure of the joint part of a reinforced concrete column and a steel beam according to claim 1, wherein steel beams in directions orthogonal to each other are bolted via steel brackets. In the top floor of the stigma, a direction of the steel beam which is perpendicular to the bolt joined steel beams through a steel bracket in a state placed on the stigma of reinforced concrete column, the lower flange of the steel beam to stigma, the beam width direction 2. The reinforced concrete column and the steel beam according to claim 1, wherein the reinforced concrete column and the steel beam are pin-connected by bolting with two anchor bolts or female threaded insert hardware arranged side by side. Construction.

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