Core layering device for beam-column joint in main body structure

Abstract

The utility model discloses a core layering device for a beam-column joint in a main body structure in the field of constructional engineering, which comprises a vertical layering component, a vertical layering component and a vertical layering component, the vertical layering component is vertically inserted between constructional bars of a frame beam, and the vertical layering component is used for sealing and blocking intervals of the constructional bars in the horizontal direction; the transverse layering assembly is transversely inserted between the constructional bars of the frame beam, and the transverse layering assembly is used for sealing and blocking the intervals of the constructional bars in the vertical direction; the structure has the advantages that the vertical layering assemblies and the transverse layering assemblies are arranged to seal the horizontal intervals and the vertical intervals of the structural bars, the sealing effect is better, and compared with a traditional layering structure, the construction period is shorter, the structure is simpler, and use is more convenient.

Description

Technical Field

[0001] The utility model relates to the technical field of building engineering, and particularly relates to a core layer - dividing device for beam - column joints in a main structure. Background Technique

[0002] At present, during the construction of the main structure, there is usually a problem that the concrete grades of structural beams and columns are inconsistent. During the construction process, due to the large number of steel bars tied and the complex structure at the beam - column joints, it is very difficult to take effective measures to achieve the concrete layer - division at the beam - column joints. In order to ensure the construction quality, high - grade concrete is usually poured for the corresponding beams and columns together at the intersection of the beam and column, resulting in waste of materials.

[0003] Then, there are also some methods of pouring a beam - column joint at the beam - column joint to separate concrete of different grades. However, this separation method also has the problem of complex construction. Pouring the beam - column joint also takes time, lengthening the construction period.

[0004] Therefore, we propose a core layer - dividing device for beam - column joints in the main structure. Summary of the Invention

[0005] In view of the above - mentioned deficiencies of the prior art, the utility model provides a core layer - dividing device for beam - column joints in the main structure.

[0006] To achieve the above - mentioned invention purpose, the technical solution adopted by the utility model is as follows:

[0007] A core layer - dividing device for beam - column joints in the main structure includes: a vertical layer - dividing component vertically inserted between the structural bars of the frame beam, and the vertical layer - dividing component is used to hermetically block the intervals of the structural bars in the horizontal direction; a horizontal layer - dividing component horizontally inserted between the structural bars of the frame beam, and the horizontal layer - dividing component is used to hermetically block the intervals of the structural bars in the vertical direction.

[0008] By setting the vertical layer - dividing component and the horizontal layer - dividing component to separate the core position of the beam - column joint, the vertical layer - dividing component is used to seal the intervals of the structural bars in the horizontal direction, and the horizontal layer - dividing component is used to hermetically block the intervals of the structural bars in the vertical direction. The horizontal layer - dividing component and the vertical layer - dividing component cooperate with each other to complete the blocking of the core position of the beam - column joint, so as to achieve concrete layer - division when pouring the beam - column joint. Compared with the method of pouring all with high - strength - grade concrete, it saves materials, and compared with the method of pouring beam - column joints for separation, it saves construction steps and shortens the construction period.

[0009] Further defined, the vertical layered component includes a vertical clamping block and a vertical clamping plate. A first clamping groove for clamping the vertical clamping plate is formed at the bottom of the vertical clamping block. A number of first fixing holes penetrating through the side wall of the first clamping groove are formed on the vertical clamping block. First through holes corresponding to the first fixing holes are formed on the vertical clamping plate. The vertical clamping plate is fixed in the first clamping groove by a first fixing bolt passing through the first fixing hole and the first through hole. A number of vertical first insertion grooves are formed on the vertical clamping plate outside the first clamping groove. The positions and widths of the number of first insertion grooves match the horizontal positions and widths of the construction bars. By setting the vertical layered component as the vertical clamping block and the vertical clamping plate, inserting the vertical clamping plate into the first clamping groove of the vertical clamping block, and fixing it with the first fixing bolt, and inserting the vertical clamping plate vertically into the horizontal interval of the construction bars to complete the enclosure of the horizontal interval of the construction bars, the structure is simple, the cost is low, and it is convenient to use.

[0010] Further defined, the horizontal layered component includes a horizontal clamping block and a horizontal clamping plate. A second clamping groove for clamping the horizontal clamping plate is formed at the bottom of the horizontal clamping block. A number of second fixing holes penetrating through the side wall of the second clamping groove are formed on the horizontal clamping block. Second through holes corresponding to the second fixing holes are formed on the horizontal clamping plate. The horizontal clamping plate is fixed in the second clamping groove by a second fixing bolt passing through the second fixing hole and the second through hole. A number of horizontal second insertion grooves are formed on the horizontal clamping plate outside the second clamping groove. The positions and widths of the number of second insertion grooves match the vertical positions and widths of the construction bars. By setting the horizontal layered component as the horizontal clamping block and the horizontal clamping plate, clamping the horizontal clamping plate in the second clamping groove, and realizing the fixation with the second fixing bolt, and horizontally inserting the horizontal clamping plate from the formwork of the frame beam into the vertical interval of the construction bars to complete the enclosure of the vertical interval of the construction bars, the structure is simple and convenient to use.

[0011] Further defined, both the horizontal clamping block and the vertical clamping block are rectangular wooden blocks. Using wooden blocks as the horizontal clamping block and the vertical clamping block is convenient for obtaining materials, and they are lighter in weight and more convenient to use.

[0012] Further defined, both the horizontal clamping plate and the vertical clamping plate are galvanized steel plates.

[0013] Further defined, the width of the horizontal clamping plate matches the spacing of the formwork of the frame beam, and the width of the vertical clamping plate matches the pouring height of the frame beam. Setting the widths of the horizontal clamping plate and the vertical clamping plate in this way can make the blocking effect better and not easily cause waste of materials for making the horizontal clamping plate and the vertical clamping plate.

[0014] The beneficial effects of the present utility model are as follows: By setting the vertical layered component and the horizontal layered component to enclose the horizontal interval and the vertical interval of the construction bars, the enclosure effect is better. Compared with the traditional layered structure, the construction period is shorter, the structure is simpler, and it is more convenient to use. Description of the Drawings

[0015] Figure 1 This is an assembly schematic diagram of a partial perspective state of the present utility model;

[0016] Figure 2 This is a structural schematic diagram of a vertical layered component;

[0017] Figure 3 This is a structural schematic diagram of a horizontal layered component.

[0018] The symbols of each component are as follows:

[0019] Vertical layered component 1, vertical clamping block 11, first clamping groove 111, vertical clamping plate 12, first insertion groove 121, first fixing bolt 13, horizontal layered component 2, horizontal clamping block 21, second clamping groove 211, horizontal clamping plate 22, second insertion groove 221, second fixing bolt 23, structural reinforcement 3, frame beam formwork 4. Specific embodiments

[0020] The following describes the specific embodiments of the present utility model to facilitate those skilled in the art of this technology to understand the present utility model. However, it should be clear that the present utility model is not limited to the scope of the specific embodiments. For those of ordinary skill in the art of this technology, as long as various changes are within the spirit and scope of the present utility model defined and determined by the appended claims, these changes are obvious, and all utility models created using the concept of the present utility model are within the scope of protection.

[0021] Example:

[0022] Such as Figures 1 - 3As shown in the figure, a core lamination device for beam-column joints in a main structure includes a vertical lamination component 1 and a horizontal lamination component 2. The vertical lamination component 1 is vertically inserted between the structural bars 3 of the frame beam. The vertical lamination component 1 is used to seal and block the intervals of the structural bars 3 in the horizontal direction. The vertical lamination component 1 includes a vertical clamping block 11 and a vertical clamping plate 12. The width of the vertical clamping plate 12 matches the pouring height of the frame beam. A first clamping groove 111 for clamping the vertical clamping plate 12 is formed at the bottom of the vertical clamping block 11. A number of first fixing holes penetrating the side wall of the first clamping groove 111 are formed on the vertical clamping block 11. A first through-hole corresponding to the first fixing hole is formed on the vertical clamping plate 12. The vertical clamping plate 12 is fixed in the first clamping groove 111 by a first fixing bolt 13 passing through the first fixing hole and the first through-hole. A number of vertical first insertion grooves 121 are formed on the vertical clamping plate 12 outside the first clamping groove 111. The positions and widths of the number of first insertion grooves 121 match the horizontal positions and widths of the structural bars 3. The horizontal lamination component 2 is horizontally inserted between the structural bars 3 of the frame beam. The horizontal lamination component 2 is used to seal and block the intervals of the structural bars 3 in the vertical direction. The horizontal lamination component 2 includes a horizontal clamping block 21 and a horizontal clamping plate 22. The width of the horizontal clamping plate 22 matches the spacing of the formwork 4 of the frame beam. A second clamping groove 211 for clamping the horizontal clamping plate 22 is formed at the bottom of the horizontal clamping block 21. A number of second fixing holes penetrating the side wall of the second clamping groove 211 are formed on the horizontal clamping block 21. A second through-hole corresponding to the second fixing hole is formed on the horizontal clamping plate 22. The horizontal clamping plate 22 is fixed in the second clamping groove 211 by a second fixing bolt 23 passing through the second fixing hole and the second through-hole. A number of horizontal second insertion grooves 221 are formed on the horizontal clamping plate 22 outside the second clamping groove 211. The positions and widths of the number of second insertion grooves 221 match the vertical positions and widths of the structural bars 3. Both the horizontal clamping block 21 and the vertical clamping block 11 are rectangular wooden blocks. Both the horizontal clamping plate 22 and the vertical clamping plate 12 are galvanized steel plates.

[0023] The core position of the beam-column joint is separated by setting the vertical layered component 1 and the horizontal layered component 2. The vertical layered component 1 is used to enclose the horizontal intervals of the construction bars 3, and the horizontal layered component 2 is used to enclose and block the vertical intervals of the construction bars 3. The horizontal layered component 2 and the vertical layered component 1 cooperate with each other to complete the blocking of the core position of the beam-column joint, so that concrete layering is realized when pouring the beam-column joint. Compared with the method of pouring all with high-strength concrete, it saves more materials. Compared with the method of pouring and separating the beam-column joint, it saves more construction steps and shortens the construction period; by setting the vertical layered component 1 as the vertical block 11 and the vertical clamping plate 12, inserting the vertical clamping plate 12 into the first clamping groove 111 of the vertical block 11 and fixing it with the first fixing bolt 13, inserting the vertical clamping plate 12 vertically into the horizontal interval of the construction bar 3 to complete the enclosure of the horizontal interval of the construction bar 3, the structure is simple, the cost is low, and it is convenient to use; by setting the horizontal layered component 2 as the horizontal block 21 and the horizontal clamping plate 22, and clamping the horizontal clamping plate 22 in the second clamping groove 211 and fixing it with the second fixing bolt 23, inserting the horizontal clamping plate 22 horizontally from the frame beam formwork 4 into the vertical interval of the construction bar 3 to complete the enclosure of the vertical interval of the construction bar 3, the structure is simple and convenient to use; using wooden blocks as the horizontal block 21 and the vertical block 11 is convenient for material collection, and the weight is lighter, making it more convenient to use; setting the widths of the horizontal clamping plate 22 and the vertical clamping plate 12 in this way can make the blocking effect better and is not easy to cause waste of materials for making the horizontal clamping plate 22 and the vertical clamping plate 12.

Claims

1. A core lamination device for beam-column joints in a main structure, characterized in that, Comprising: A vertical layered component (1), vertically inserted between the structural bars (3) of the frame beam, and the vertical layered component (1) is used to enclose and block the intervals of the structural bars (3) in the horizontal direction; A horizontal layered component (2), horizontally inserted between the structural bars (3) of the frame beam, and the horizontal layered component (2) is used to enclose and block the intervals of the structural bars (3) in the vertical direction.

2. The core lamination device for beam-column joints in a main structure according to claim 1, characterized in that, The vertical layered component (1) includes a vertical clamping block (11) and a vertical clamping plate (12). A first clamping groove (111) for clamping the vertical clamping plate (12) is opened at the bottom of the vertical clamping block (11). A number of first fixing holes penetrating the side wall of the first clamping groove (111) are opened on the vertical clamping block (11). First through holes corresponding to the first fixing holes are opened on the vertical clamping plate (12). The vertical clamping plate (12) is fixed in the first clamping groove (111) by a first fixing bolt (13) passing through the first fixing hole and the first through hole. A number of vertical first insertion grooves (121) are opened on the vertical clamping plate (12) located outside the first clamping groove (111). The positions and widths of the number of first insertion grooves (121) match the horizontal positions and widths of the structural bars (3).

3. The core lamination device for beam-column joints in the main structure according to claim 2, characterized in that, The horizontal layered component (2) includes a horizontal clamping block (21) and a horizontal clamping plate (22). A second clamping groove (211) for clamping the horizontal clamping plate (22) is opened at the bottom of the horizontal clamping block (21). A number of second fixing holes penetrating the side wall of the second clamping groove (211) are opened on the horizontal clamping block (21). Second through holes corresponding to the second fixing holes are opened on the horizontal clamping plate (22). The horizontal clamping plate (22) is fixed in the second clamping groove (211) by a second fixing bolt (23) passing through the second fixing hole and the second through hole. A number of horizontal second insertion grooves (221) are opened on the horizontal clamping plate (22) located outside the second clamping groove (211). The positions and widths of the number of second insertion grooves (221) match the vertical positions and widths of the structural bars (3).

4. The core layering device for beam-column joints in a main structure according to claim 3, characterized in that, Both the horizontal clamping block (21) and the vertical clamping block (11) are rectangular wooden blocks.

5. The core lamination device for beam-column joints in the main body structure according to claim 3, characterized in that Both the horizontal clamping plate (22) and the vertical clamping plate (12) are galvanized steel plates.

6. The core layering device for beam-column joints in a main structure according to claim 4, characterized in that, The width of the horizontal clamping plate (22) matches the spacing of the frame beam formwork (4), and the width of the vertical clamping plate (12) matches the pouring height of the frame beam.

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