Connecting structure of constructional column and floor beam

Abstract

The utility model discloses a connecting structure of a constructional column and a floor beam, which comprises a fixing plate, a bent anchor steel bar, a sleeve and a constructional column main bar, the fixing plate is fixed on a beam bottom template for pouring the floor beam, the sleeve is fixedly connected on the upper surface of the fixing plate, the lower end of the bent anchor steel bar and the upper end of the constructional column main bar are respectively and fixedly connected with the sleeve, and the constructional column main bar is fixedly connected with the sleeve. After the floor beam is formed through pouring, the bent anchor steel bar and the sleeve are both pre-buried in the floor beam, and the fixing plate is fixed to the bottom face of the floor beam. The fixing plate and the sleeve are arranged, the bent anchor steel bar is fixedly connected with the sleeve, and the constructional column main reinforcement is fixedly connected with the sleeve in a segmented connection mode, so that the bent anchor steel bar is connected with the constructional column main reinforcement, positioning is accurate, construction is convenient, effective connection between the top end of the constructional column and a floor beam is guaranteed, and the construction efficiency is improved. Therefore, the construction quality is ensured.

Description

Technical Field

[0001] The utility model relates to the technical field of construction column construction, in particular to a connecting structure between a construction column and a floor beam. Background Art

[0002] During the construction of masonry projects in the construction field, in order to enhance the integrity and stability of buildings and walls, reinforced concrete construction columns are usually set and connected to ring beams on each floor to form a space frame capable of resisting bending and shear, which is an effective measure to prevent the collapse of houses. The setting positions of construction columns are usually at the four corners of the exterior wall, the intersection of the transverse wall and the exterior longitudinal wall at the staggered floor part, both sides of larger openings, the intersection of the inner and outer walls of large rooms, etc.

[0003] In some buildings, the top of the construction column often needs to be connected to the floor beam. Therefore, there are mainly two ways for the steel bar construction of the construction column. One way is post-inserted bars, that is, drilling holes at the bottom surface of the already cast floor beam, inserting steel bars, and then injecting high-strength post-inserted bar glue for reinforcement. Using the inserted steel bars as the connection foundation, the main steel bars of the construction column are tied to them. The construction quality of this post-inserted bar method is difficult to control.

[0004] The other way is pre-buried steel bars. At the construction site, not only is it difficult to control the size of the pre-buried steel bars, and the pre-buried position often deviates. During the concrete vibration process, the pre-buried steel bars are easily detached. Moreover, holes need to be opened on the formwork, resulting in difficult formwork removal. Content of the Utility Model

[0005] The purpose of the utility model is to overcome the defects and deficiencies existing in the prior art, and provide a connecting structure between a construction column and a floor beam to ensure the effective connection between the top of the construction column and the floor beam and ensure the construction quality.

[0006] To achieve the above purpose, the utility model provides the following technical solutions:

[0007] A connecting structure between a construction column and a floor beam includes a fixing plate, a bent anchor steel bar, a sleeve and a main construction column steel bar. It is characterized in that: the fixing plate is fixed on the bottom formwork of the floor beam for pouring; the sleeve is fixedly connected to the upper surface of the fixing plate; the lower end of the bent anchor steel bar and the upper end of the main construction column steel bar are respectively fixedly connected to the sleeve. After the floor beam is cast and formed, the bent anchor steel bar and the sleeve are both pre-buried in the floor beam, and the fixing plate is fixed on the bottom surface of the floor beam.

[0008] Further, corresponding screw holes are provided at both ends of the fixing plate and on the bottom formwork of the beam, and screws are screwed into the corresponding screw holes to fix the fixing plate on the bottom formwork of the beam.

[0009] Further, conical through holes with a smaller upper part and a larger lower part are provided at both ends of the fixing plate.

[0010] Further, the sleeve includes an inner sleeve and an outer sleeve. A conical sleeve with a smaller upper end and a larger lower end is fixedly connected to the lower end of the inner sleeve. After the inner sleeve passes through the corresponding through hole from bottom to top, it is threadedly connected to the outer sleeve. The conical sleeve is inserted into the corresponding through hole to fix the sleeve on the upper surface of the fixed plate.

[0011] Further, external threads are provided at the lower end of the bent anchor steel bar and the upper end of the main reinforcement of the structural column, and they are threadedly connected to the inner sleeve.

[0012] Further, there are four bent anchor steel bars, sleeves and main reinforcements of the structural column, and there are two fixed plates, which cross each other in a cross shape or an X shape.

[0013] Compared with the prior art, the beneficial effects of the present utility model are as follows:

[0014] 1. By setting the fixed plate and the sleeve, the present utility model adopts a segmented connection method of fixedly connecting the bent anchor steel bar and the sleeve, and fixedly connecting the main reinforcement of the structural column and the sleeve, so as to realize the connection between the bent anchor steel bar and the main reinforcement of the structural column. The positioning is accurate, avoiding the difficulty of form removal caused by opening holes in the formwork, facilitating construction, ensuring the effective connection between the top of the structural column and the floor beam, and thus ensuring the construction quality.

[0015] 2. The present utility model adopts a sleeve to connect the bent anchor steel bar and the main reinforcement of the structural column, replacing the lap joint, thereby reducing the material and labor input costs. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 It is a schematic structural diagram of the present utility model.

[0017] Figure 2 It is a partial structural schematic diagram of the present utility model.

[0018] Figure 3 It is a schematic structural diagram of the present utility model when there are two fixed plates.

[0019] Figure 4 It is a schematic structural diagram of the present utility model when there are four fixed plates.

[0020] Figure 5 It is a schematic structural diagram of the present utility model after the floor beam is poured and formed. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0021] Next, the technical solutions in the embodiments of the present utility model will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all of the embodiments. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present utility model without creative efforts shall fall within the protection scope of the present utility model.

[0022] See Figures 1-5 , a connecting structure between a construction column and a floor beam, which includes a fixing plate 1, a bent anchor steel bar 2, a sleeve 3, and a main reinforcement bar 4 of the construction column. The fixing plate 1 is fixed on the bottom formwork of the floor beam 5 (not shown in the figure) for pouring. The sleeve 3 is fixedly connected to the upper surface of the fixing plate 1. The lower end of the bent anchor steel bar 2 and the upper end of the main reinforcement bar 4 of the construction column are respectively fixedly connected to the sleeve 3. After the floor beam 5 is poured and formed, the bent anchor steel bar 2 and the sleeve 3 are both embedded in the floor beam 5, and the fixing plate 1 is fixed to the bottom surface of the floor beam 5.

[0023] In the present utility model, corresponding screw holes 6 are provided at both ends of the fixing plate 1 and on the bottom formwork of the beam, and screws 7 are screwed into the corresponding screw holes 6 to fix the fixing plate 1 to the bottom formwork of the beam.

[0024] In the present utility model, conical through holes 8 with a smaller upper part and a larger lower part are provided at both ends of the fixing plate 1.

[0025] In the present utility model, the sleeve 3 includes an inner sleeve 31 and an outer sleeve 32. The inner wall and the outer wall of the inner sleeve 31 are both provided with threads, and the inner wall of the outer sleeve 32 is provided with threads. The lower end of the inner sleeve 31 is fixedly connected with a conical sleeve 33 with a smaller upper part and a larger lower part. After the inner sleeve 31 passes through the corresponding through hole 8 from bottom to top, it is threadedly connected to the outer sleeve 31, and the conical sleeve 33 is inserted into the corresponding through hole 8 to fix the sleeve 3 to the upper surface of the fixing plate 1.

[0026] In the present utility model, the lower end of the bent anchor steel bar 2 and the upper end of the main reinforcement bar 4 of the construction column are both provided with external threads and are threadedly connected to the inner sleeve 31, so as to respectively fixedly connect the lower end of the bent anchor steel bar 2 and the upper end of the main reinforcement bar 4 of the construction column to the sleeve 3, thereby connecting the bent anchor steel bar 2 and the main reinforcement bar 4 of the construction column.

[0027] In the present utility model, there are four bent anchor steel bars 2, sleeves 3, and main reinforcement bars 4 of the construction column, and two fixing plates 1, which cross each other in a cross shape or an X shape to facilitate controlling the spacing of the four main reinforcement bars 4 of the construction column.

[0028] It should be noted that there can also be four fixing plates 1, which cross each other in a cross shape or an X shape. Correspondingly, there should be six bent anchor bars 2, sleeves 3, and main bars 4 of the construction column. On the basis of facilitating the control of the spacing of the six main bars 4 of the construction column, this can further ensure the effective connection between the top of the construction column and the floor beam 5.

[0029] The following further describes the present invention with reference to the accompanying drawings:

[0030] During construction, first set up the bottom formwork of the floor beam 5 for pouring. Then, screw the lower end of the bent anchor bar 2 into the inner sleeve 31 from top to bottom to connect the bent anchor bar 2 with the sleeve 3. Then, use adhesive tape to seal the upper port of the sleeve 3 to prevent concrete from pouring into it.

[0031] Next, install the fixing plate 1 on the bottom formwork of the floor beam 5 according to the designed position of the construction column, that is, screw the screw 7 into the corresponding screw hole 6 to fix the fixing plate 1 on the bottom formwork.

[0032] Then, after the inner sleeve 31 passes through the corresponding through hole 8 from bottom to top, screw it into the outer sleeve 31 so that the conical sleeve 33 is inserted into the corresponding through hole 8 to fix the sleeve 3 on the upper surface of the fixing plate 1.

[0033] Then, pour concrete. After the floor beam 5 is poured and formed, the bent anchor bar 2 and the sleeve 3 are both embedded in the floor beam 5, and the fixing plate 1 is fixed on the bottom surface of the floor beam 5.

[0034] After removing the bottom formwork of the beam, use a torque wrench to screw the upper end of the main bar 4 of the construction column into the inner sleeve 31 to connect the main bar 4 of the construction column with the sleeve 3.

[0035] Then, tie steel bars on the main bar 4 of the construction column, set up the formwork for pouring the construction column, and then the construction column can be poured.

[0036] Although this specification is described according to the embodiments, not every embodiment only contains an independent technical solution. This narrative way of the specification is only for clarity. Those skilled in the art should regard the specification as a whole, and the technical solutions in each embodiment can also be appropriately combined to form other embodiments that can be understood by those skilled in the art.

[0037] Therefore, the above is only the preferred embodiment of the present application, and is not used to limit the scope of implementation of the present application; that is, all equivalent transformations made according to the scope of the claims of the present application are within the protection scope of the claims of the present application.

Claims

1. A connection structure between a structural column and a floor beam, comprising a fixing plate, a bent anchor steel bar, a sleeve and a main reinforcement of the structural column, characterized in that: The fixing plate is fixed on the bottom formwork for casting floor beams, the sleeve is fixedly connected to the upper surface of the fixing plate, the lower end of the bent anchor steel bar and the upper end of the main reinforcement of the structural column are respectively fixedly connected to the sleeve, and after the floor beam is cast, the bent anchor steel bar and the sleeve are pre-embedded in the floor beam, and the fixing plate is fixed to the bottom surface of the floor beam.

2. The connection structure between a structural column and a floor beam according to claim 1, characterized in that: The two ends of the fixing plate and the beam bottom template are both provided with corresponding screw holes, and screws are screwed into the corresponding screw holes to fix the fixing plate on the beam bottom template.

3. The connection structure between a structural column and a floor beam according to claim 1, characterized in that: Both ends of the fixing plate are provided with tapered through holes which are smaller at the top and larger at the bottom.

4. The connection structure between a structural column and a floor beam according to claim 3, characterized in that: The sleeve includes an inner sleeve and an outer sleeve. The lower end of the inner sleeve is fixedly connected with a tapered sleeve that is smaller at the top and larger at the bottom. After the inner sleeve passes through the corresponding through hole from bottom to top, it is threadedly connected to the outer sleeve. The tapered sleeve is inserted into the corresponding through hole to fix the sleeve to the upper surface of the fixed plate.

5. The connection structure between a structural column and a floor beam according to claim 4, characterized in that: The lower end of the bent anchor steel bar and the upper end of the main reinforcement of the structural column are both provided with external threads and are threadedly connected in the inner sleeve.

6. The connection structure between a structural column and a floor beam according to claim 1, characterized in that: There are four bent anchor steel bars, four sleeves and four main bars of the structural column, and two fixing plates, which intersect to form a cross or an X shape.

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