JP5852315B2 - Precast concrete member connection structure - Google Patents

Description

  The present invention relates to a precast concrete member such as a floor slab and a precast concrete member coupling structure, for example.

  A conventional railway bridge has a steel girder, a sleeper installed on the steel girder, and a rail installed on the sleeper. In recent years, there are many cases in new constructions where precast concrete floor slabs are installed on steel girders instead of bridge sleepers to form composite girders. The slab is fixed to the steel girder with a stopper.

  When installing a concrete floor slab on an existing steel girder, it is possible to attach a bolt using the rivet hole of the existing steel girder and stop the displacement of the floor slab with this bolt. However, this method usually requires a lot of time and work to construct a floor slab by placing concrete on a steel girder on site.

  The above problem is the same even when the precast concrete member generalizing the floor board and the steel beam and the mating member are combined.

  Then, the objective of this invention is providing the precast concrete member which improved workability | operativity, and the precast concrete member coupling | bonding structure.

  Hereinafter, the features of the present invention will be described with reference numerals. Note that the reference numerals are for reference, and the present invention is not limited to the embodiments.

The precast concrete member coupling structure (5, 10, 10A, 10B) according to the second feature of the present invention includes a mating member (2, 12) and a precast concrete member (1) coupled to the mating member (2, 12). , 11, 11A, 11B), and the precast concrete member (1, 11, 11A, 11B) is a precast concrete body (3, 13, 13A, 13B) facing the counterpart member (1, 12), Projecting from the precast concrete body (3, 13, 13A, 13B) toward the mating member (2, 12) and the position of the precast concrete body (3, 13, 13A, 13B) with respect to the mating member (2, 12) deviation has a displacement preventing (4,14) for preventing the displacement preventing consists convex body, the Totsutai is Ri Do from precast concrete, before The mating member (2, 12) has a structure (12) and a binding material (M1) filled between the structure (12) and the precast concrete body (13A, 13B). disposed around the timber (M1) off stop (14), characterized in Rukoto.

  The mating member has a structure (12) and a bonding material (M1) filled between the structure (12) and the precast concrete body (13A, 13B), and the bonding material (M1) is prevented from slipping (14 ) Is placed around.

  There are holders (16, 19) for holding the gap (C1) between the structure (12) and the precast concrete bodies (13A, 13B).

The retainer (16) is precast Conch rie preparative body and holes of (13A) fixed embedded member in (13a) (16a), embedded precast CONC rie preparative member is fixed to a member (16a) A holding rod (16b) that extends beyond the slip stopper (14) from the hole (13a) of (13A) toward the structure (12) and abuts against the structure (12).

  The holder (19) supports the precast concrete body (13B) and extends beyond the detent (14) toward the structure (12), and includes a support member (119a) fixed to the structure (12). Have.

  The counterpart member has a girder (12), and the precast concrete member has a floor slab (11, 11A, 11B).

  According to the feature of the present invention, the slip stopper can resist the shearing stress between the precast concrete body and the mating member and prevent the precast concrete member from being displaced relative to the mating member.

  Since the precast concrete member provided with the slip stopper is prepared in advance, it is easily attached to the mating member, easily prevents displacement and improves workability.

  The binding material can combine the concrete member and the mating member, and can provide an anchoring function to prevent slippage.

  Since the holder secures a gap between the concrete member and the mating member, the stopper can be disposed in the gap and the gap can be filled with the binder. As a result, the anchor function can be exhibited in the stopper.

It is sectional drawing which shows the precast concrete (PC) member coupling structure which concerns on 1st Embodiment. It is a perspective view of the PC member shown in FIG. It is a perspective view which shows the precast method of the PC member shown in FIG. It is sectional drawing of the synthetic | combination girder which concerns on 2nd Embodiment. It is a partial cross section figure of the synthetic girder concerning a 3rd embodiment. (A) It is a perspective view of an existing railway bridge, (B) is a cross-sectional view of a steel girder and a track, and (C) is a vertical cross-sectional view of a steel girder and a track. (A) It is a perspective view of the steel girder from which the track was removed, (B) is a cross-sectional view of the steel girder, and (C) is a vertical cross-sectional view of the steel girder. (A) It is a perspective view of the steel girder in which the floor slab is installed, (B) is a cross-sectional view of the steel girder and the floor slab, and (C) is a vertical cross-sectional view of the steel girder and the floor slab. . (A) It is a perspective view of the steel girder and floor slab in which mortar was laid, (B) is a cross-sectional view of the steel girder and floor slab, and (C) is a longitudinal section of the steel girder and floor slab. FIG. (A) It is a perspective view of the railway bridge after an update, (B) is a cross-sectional view of the railway bridge, (C) is a longitudinal sectional view of the railway bridge. It is a partial cross section figure of the synthetic | combination girder concerning 4th Embodiment. (A) It is a perspective view of the existing railway bridge where mortar was laid, (B) is a cross-sectional view of the railway bridge, and (C) is a longitudinal sectional view of the railway bridge. (A) It is a perspective view of the steel girder from which the track | orbit was removed, (B) is a cross-sectional view of a steel girder, (C) is a longitudinal cross-sectional view of a steel girder. (A) It is a perspective view of the steel girder in which the floor slab is installed, (B) is a cross-sectional view of the steel girder and the floor slab, and (C) is a vertical cross-sectional view of the steel girder and the floor slab. . (A) It is a perspective view of a steel girder and a floor slab filled with mortar, (B) is a cross-sectional view of the steel girder and a floor slab, and (C) is a longitudinal sectional view of the steel girder and a floor slab. It is. (A) It is a perspective view of the railway bridge after an update, (B) is a cross-sectional view of the railway bridge, (C) is a longitudinal sectional view of the railway bridge.

  Hereinafter, embodiments will be described in detail with reference to the drawings.

First Embodiment As shown in FIG. 1, a precast concrete (hereinafter referred to as PC) member coupling structure 5 includes a PC member 1 and a mating member 2 coupled to the PC member 1.

  FIG. 2 is a perspective view showing only the PC member 1 shown in FIG. As shown in FIGS. 1 and 2, both the PC member 1 in the previous stage to be coupled with the mating member and the PC member coupling structure 5 after being coupled to the mating member 2 are the present invention.

  As shown in FIG. 2, the PC member 1 includes a PC body 3 coupled with the mating member 2 and a plurality of stoppers 4-4 that protrude from the coupling surface 3 a of the PC body 3 and are inserted into the mating member 2. Have a group. Here, the shift stopper 4-4 is made of a convex body, and the convex body is, for example, a reinforcing bar, and may be made of PC. Further, the shift stoppers 4-4 are arranged at a predetermined interval. The shape of the stopper 4-4 may be an elliptical column shape, a triangular column shape, a quadrangular column shape, or other polygonal column shapes in addition to the cylindrical shape. The tip of the stopper 4-4 may have a flange so as to be T-shaped.

  Next, a method for producing the PC member 1 will be described.

  As shown in FIG. 3, concrete is poured into the mold F <b> 1 to produce the PC body 3. The group 4-4 is inserted into the PC body 3 at a predetermined interval. The PC body 3 is cured and cured. Thereby, the slippage stopper 4-4 is fixed to the PC body 3. As another method, before the PC body 3 is cured, concrete may be cast on the PC body 3 to produce the shift stopper 4-4.

  Next, a method for connecting the PC member 1 and the mating member 2 will be described with reference to FIG.

  The PC member 1 is placed on the mating member 2. At this time, the stopper 4-4 is inserted into the mating member 2. The slip stopper 4 resists the shear stress between the PC body 3 and the mating member 2 and prevents the PC member 1 from being displaced relative to the mating member 2. Finally, the PC body 3 and the mating member 2 are fixed with a coupling tool such as a bolt.

  According to the above embodiment, since the slip stopper 4 is formed in the PC body 3 in advance, it is not necessary to form a slip stopper at the site, and the positional deviation of the PC member 1 can be easily prevented. Therefore, the workability is improved.

2nd Embodiment As shown in FIG. 4, the synthetic | combination girder 10 as a PC member coupling | bonding structure has the floor slab 11 as a PC member, the steel girder 12 as a mating member couple | bonded with the floor slab 11, and the mortar M1. Have. The floor slab 11 has a PC body 13 that faces a steel girder 12 as a structure, and a locking rebar 14-14 as a locking that extends from the PC body 13 toward the steel girder 12.

  The anti-slip bar 14-14 is inserted into the PC body 13 and protrudes from the PC body 13 into the mortar M1 to perform an anchor function.

  A mortar M1 as a binding material is disposed around each of the retaining bars 14-14. In addition, the mortar M1 joins the PC body 13 and the steel beam 12 together. In place of the mortar M1, a cement-based solidifying material such as concrete or an adhesive such as a resin may be used as the binder.

  According to the above embodiment, since the slip-off reinforcing bars 14-14 resist the shear stress between the steel beam 12 and the PC body 13, it is possible to prevent the displacement of the floor slab 11 with respect to the steel beam 12. .

  Since the floor slab 11 is produced before being attached to the steel girder 12, it can be easily attached to the steel girder 12 and the displacement of the floor slab 11 can be easily prevented.

Third Embodiment As shown in FIGS. 10A to 10C, the railway bridge includes a composite girder 10A supported by a bridge pier and a rail R1 disposed on the composite girder 10A. A composite girder 10A as a PC member coupling structure includes a PC floor slab (hereinafter referred to as a floor slab) 11A as a PC member, a steel girder 12 and a mortar M1 as mating members coupled to the floor slab 11A, and a PC body. A holding tool 16 that holds a gap C1 is provided between 13A, the steel beam 12, and the floor slab 11A.

  As shown in FIG. 5, the steel girder 12 has a web 12a and an upper flange 12b arranged at the upper end of the web 12a. The mortar M1 as the binding material is filled in the gap C1 between the PC body 13A and the steel beam 12, and connects the PC body 13A and the steel beam 12.

  The floor slab 11A includes a PC body 13A and a detent bar 14-14 as a detent that is fixed to the PC body 13A.

  The PC body 13 </ b> A has a through hole 13 a for inserting the holder 16. The through hole 13 a is positioned so as to coincide with the upper flange 12 b of the steel beam 12.

  The non-slip bar 14-14 is inserted into a predetermined portion of the PC body 13A. A mortar M1 is disposed around each of the anti-slip bars 14-14. The anti-slip bar 14-14 extends into the mortar M1 and performs an anchor function.

  The holder of the present invention holds the gap C1 between the PC body 13A and the steel beam 12, and arranges the anti-slip bar 14-14 in the gap C1, fills the gap C1 with the mortar M1, and prevents the anti-slipping bar. 14 has an anchor function. The holder of the present invention may be, for example, a spacer, a jack, or a cylinder in addition to the holder 16 of the present embodiment as long as the same action is achieved.

  The holder 16 has an embedded metal fitting 16a that is fixed to the through hole 13a of the PC body 13A and has a screw hole, and a holding bolt 16b as a holding rod screwed into the screw hole of the embedded metal fitting 16a with a washer interposed. . The holding bolt 16b extends beyond the tip of the locking bar 14-14. The holding bolt 16 b abuts on the upper flange 12 b of the steel beam 12 and supports the PC body 13 </ b> A with respect to the steel beam 12. The holding bolt 13b sets a predetermined gap C1 between the steel beam 12 and the PC body 13A. A rod-shaped member may be used instead of the holding bolt 13b.

  Next, a method for updating the girder of the existing railway bridge 100 to the composite girder will be described.

  As shown in FIGS. 6 (A)-(C), the existing railway bridge 100 is installed in a steel beam 12 supported by a pier, a sleeper 101 fixed on the steel beam 12, and a sleeper 101. The rail 102 is formed. The sleeper 101 and the rail 102 constitute a track.

  As shown in FIGS. 7A to 7C, the sleeper 101 and the rail 102 are removed from the steel girder 12.

  As shown in FIGS. 8A to 8C, a floor slab 11A prepared in advance is prepared. The embedded bracket 16a of the holder 16 is fixed to the through hole 13a of the PC body 13A, and the holding bolt 16b is inserted into the screw hole of the embedded bracket 16a. Thereby, attachment of the floor slab 11A to the steel beam 12 is facilitated.

  The floor slab 11A is installed on the upper flange 12b of the steel girder 12. At this time, the holding bolt 12b hits the upper flange 12b and holds the gap C1 between the PC body 13A and the upper flange 12b. The slip prevention reinforcing bars 14-14 are arranged in the gap C1.

  As shown in FIGS. 9A to 9C, the mortar M1 is filled between the PC body 13A and the upper flange 12b. Thereby, the mortar M1 is arrange | positioned around the non-shifting reinforcing bar 14-14, and the locking bar 14-14 has an anchor function. Further, the mortar M1 joins the steel beam 12 and the PC body 13A. Thereby, the composite digit 10A is completed.

  As shown in FIGS. 10A to 10C, finally, the rail R1 is fixed on the floor slab 11A.

  Next, the operation of the composite digit 10A will be described.

  When the railway vehicle passes over the rail R1 shown in FIG. 10A, stress is applied in the longitudinal direction and the lateral direction of the floor slab 11A. Accordingly, in FIG. 5, the floor slab 11 </ b> A tends to shift (displace) in the longitudinal direction and the lateral direction with respect to the steel beam 12. At this time, each misalignment reinforcing bar 14 resists the shear stress between the floor slab 11A and the steel girder 12 through the mortar M1 and prevents the position deviation of the floor slab 11A.

  According to the above embodiment, since the floor slab 11A in which the slip-resisting reinforcing bars 14-14 are arranged is prepared in advance, it is possible to omit the labor of construction. Thereby, the position shift of the floor slab 11A can be easily prevented.

  Since the retainer 16 holds the gap C1 between the floor slab 11A and the steel girder 12, the anti-slip bar 14-14 is disposed in the gap C1 between the PC body 13A and the steel girder 12, and the mortar is placed in the gap C1. M1 is filled. Thereby, the mortar M1 is arrange | positioned around the prevention | control rod 14-14, and the prevention rod 14-14 can show an anchor function.

Fourth Embodiment As shown in FIG. 11, a composite beam 10B as a PC member coupling structure has a basic structure similar to that of the third embodiment. The composite girder 10B includes a floor slab 11B as a PC member and a steel girder 12 and a mortar M1 as mating members, a fixture 18 for fixing the floor slab 11B to the steel girder 12, a steel girder 12 and a floor slab. It has the holder 19 which hold | maintains the clearance gap C1 between 11B.

  The floor slab 11B has a PC body 13B facing the steel girder 12 and a slip-off reinforcing bar 14-14 inserted into the PC body 13B.

  The fixing bracket 18 has an L-shaped fixing bracket 18a that engages with the flange 12b of the steel beam 12 and extends to the outside of the flange 12b and contacts the PC body 13B. The fixture 14 has a fixing bolt 18b that penetrates the fixing bracket 18a and is screwed into the PC body 13B.

The holder 19 holds a gap C1 between the PC body 13B and the steel beam 12. The holder 19 has a support member 19a fixed to the web 12a of the steel beam 12 with bolts. The support member 19 a extends from the PC body 13 </ b > B toward the steel girder 12 beyond the anti-slip bar 14-14, and further reaches the web 12 a across the upper flange 12 b of the steel girder 12. The support member 19a extends obliquely upward from both sides of the web 12a of the steel beam 12 and protrudes above the upper flange 12b of the steel beam 12 (see FIG. 12B). The support member 19a is bent and extends parallel to the upper flange 12b of the steel girder 12. The support member 19a is fixed to the PC body 13B with a bolt B1 with a washer interposed. The holder 19 has upper and lower flanges 19b and 19c extending in the lateral direction at the upper and lower ends of the support member 19a. The upper flange 19b is in contact with the bottom surface of the PC body 13B. The bolt B1 passes through the upper flange 19b and is screwed into the PC body 13B.

  Next, a method for updating the existing railway bridge 100 will be described.

  As shown in FIGS. 12A to 12C, in the existing railway bridge 100, a mortar M <b> 2 is placed between the sleepers 101 on the flange 12 b of the steel beam 12. Furthermore, the supporting member 19a of the holder 19 is fixed with bolts on both sides of the web 12a of the steel beam 12 at a predetermined interval along the longitudinal direction of the steel beam 12.

  As shown in FIGS. 13A to 13C, the sleeper 101 and the rail 102 are removed from the steel beam 12.

  As shown in FIGS. 14A to 14C, a floor slab 11B prepared in advance is prepared. Bolt holes 13b are formed in the PC body 13B, and the anti-slip bars 14 are arranged. Thereby, attachment of the floor slab 11B with respect to the steel beam 12 becomes easy.

  The floor slab 11B is installed on the steel girder 12. Here, the floor slab 11B is placed on the upper flange 19b of the support member 19a of the holder 19, and a gap C1 is formed between the PC body 13B and the steel beam 12. The slip prevention reinforcing bars 14-14 are positioned in the gap C1. The bolt B1 is screwed into the hole of the upper flange 19b of the holder 19 and the bolt hole 13a of the PC body 13B. Further, the fixing bracket 18a is engaged under the flange 12b of the steel beam 12 and brought into contact with the bottom surface of the PC body 13B. The fixing bolt 18b is passed through the fixing bracket 18a and screwed into the PC body 13B.

  As shown in FIGS. 15A to 15C, the mortar M1 is filled in the gap between the flange 12b of the steel beam 12 and the PC body 13B. The mortar M1 is disposed around the locking bar 14-14, and the locking bar 14-14 performs an anchor function. The mortar M1 bonds the steel beam 12 and the PC body 13B after hardening. Thereby, the composite digit 10B is completed.

  As shown in FIGS. 16A to 16C, finally, a rail R1 as a track is installed on the floor slab 11B. The rail R1 is fixed to the PC body 13B with a bolt B2.

  Next, the operation of the composite digit 10B will be described.

  When the railway vehicle passes over the rail R1 shown in FIG. 16A, stress is applied in the longitudinal direction and the lateral direction of the floor slab 11B. Thereby, the floor slab 11B tends to be displaced (displaced) in the longitudinal direction and the lateral direction with respect to the steel beam 12. At this time, as shown in FIG. 11, the slip reinforcing bars 14-14 resist the shear stress between the PC body 13 </ b> B and the steel beam 12 and prevent the displacement of the floor slab 11 </ b> B.

  According to the above embodiment, since the retainer 19 secures the gap C1 between the floor slab 11B and the steel girder 12, the retaining bars 14-14 are arranged in the gap C1, and the gap C1 is filled with the mortar M1. can do. Thereby, the mortar M1 is arrange | positioned around the prevention | control rod 14-14, and the prevention rod 14-14 can show an anchor function.

  In addition, this invention is not limited to this embodiment, Moreover, each embodiment can be changed and corrected in the range which does not change the meaning of invention.

DESCRIPTION OF SYMBOLS 1 Precast (PC) concrete member 2 Counterpart 3 Precast concrete body 4 Detachment 5 PC member coupling structure 10, 10A, 10B Composite girder 11, 11A, 11B Precast concrete floor slab 12 Steel girder 13, 13A, 13B Precast concrete body 14 Anti-slip bar 16, 19 Holder M1 mortar

Claims (5)

A mating member;
A precast concrete member to be coupled with the mating member;
The precast concrete member is
A precast concrete body facing the counterpart member;
Protruding toward the mating member from the precast concrete body, and having a displacement stopper that prevents positional displacement of the precast concrete body with respect to the mating member,
The slip stopper is a convex body,
The Totsutai is Ri Do from precast concrete,
The mating member has a structure and a binder filled between the structure and the precast concrete body,
The precast concrete member coupling structure, wherein the coupling material is disposed around a stopper . Having a holder for holding a gap between the structure and the precast concrete body,
The precast concrete member coupling structure according to claim 1 . The holder is embedded in the hole of the precast concrete body, and is fixed to the embedded member and extends from the hole of the precast concrete body to the structure beyond the detent. A holding rod that strikes the structure;
The precast concrete member coupling structure according to claim 2 . The holder includes a support member that supports the precast concrete body and extends toward the structure beyond the slip stopper and is fixed to the structure.
The precast concrete member coupling structure according to claim 2 . The counterpart member has a girder,
The precast concrete member has a floor slab,
The precast concrete member coupling structure according to claim 1 .