Beam-column cast-in-place concrete intercepting member

Abstract

The present application relates to a kind of beam column cast-in-place concrete intercepting components, comprising: two plate bodies, two plate bodies are separately arranged on the two sides of concrete and oppositely arranged;Multiple intercepting pieces, multiple intercepting pieces are spaced along the length direction of plate body, and the two ends of multiple intercepting pieces respectively pass through two plate bodies, and intercepting piece forms intercepting surface by intercepting concrete;Two groups of connecting components, two groups of connecting components are respectively arranged at the two ends of plate body, and the end of two plate bodies is connected by two groups of connecting components, and connecting component can adjust the spacing of two plate bodies.In the present application, the concrete is poured and intercepted by the intercepting piece to form an intercepting surface, and the spacing between the plate bodies can be adjusted by the connecting component according to different construction requirements, thereby adjusting the height of the intercepting surface, which has wide applicability.The installation process of the intercepting component is simple, stable, efficient and effective, and the component can be removed before the initial setting of the concrete, which can save costs.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of building construction, in particular to a beam-column cast-in-place concrete intercepting component. BACKGROUND

[0002] The cast-in-place beam-column concrete joint intercepting is generally in the form of an intercepting net, and the setting of the intercepting net is time-consuming and laborious due to the small operation space after the steel bar is bound. In addition, the material of the intercepting net becomes fragile after multiple uses, and the intercepting net is often damaged during concrete pouring construction, and the intercepting effect is not ideal, and the construction process is slow. SUMMARY

[0003] The present application aims to overcome the defects of the prior art, and provides a beam-column cast-in-place concrete intercepting component, which solves the problems of small operation space, time-consuming and laborious, and easy to damage of the existing intercepting net.

[0004] The technical scheme for achieving the above-mentioned purpose is: a beam-column cast-in-place concrete intercepting component arranged at a beam-column connecting joint, comprising: two plate bodies, the two plate bodies are arranged on both sides of the concrete and are oppositely arranged; a plurality of intercepting members, the plurality of intercepting members are arranged at intervals along the length direction of the plate body, and the two ends of the plurality of intercepting members respectively pass through the two plate bodies, and the intercepting members intercept the concrete to form an intercepting surface; two groups of connecting assemblies, the two groups of connecting assemblies are arranged at the two ends of the plate body, and the two groups of connecting assemblies connect the end heads of the two plate bodies, and the connecting assemblies can adjust the spacing of the two plate bodies.

[0005] In the beam-column cast-in-place concrete intercepting component, the concrete is poured and intercepted to form an intercepting surface by the intercepting members, the spacing of the plate bodies can be adjusted by the connecting assemblies according to different construction requirements, and the height of the intercepting surface is adjusted, which has wide applicability. The installation process of the intercepting component is simple, the stability is good, the construction efficiency and the intercepting effect are improved, the component can be pulled out before the initial setting of the concrete, the component can be recycled and reused, and the cost can be saved.

[0006] Further improvement of the beam-column cast-in-place concrete intercepting component is that a plurality of through holes are formed in the plate body for the intercepting members to pass through.

[0007] Further improvement of the beam-column cast-in-place concrete intercepting component is that the intercepting members can be arranged in multiple rows, and the positions of the intercepting members between adjacent rows are staggered.

[0008] Further improvement of the beam-column cast-in-place concrete intercepting component is that it further comprises: an elastic blocking body, the elastic blocking body is arranged on the side of the intercepting member facing the concrete surface, and the elastic blocking body is arranged on the outer wall of the intercepting member.

[0009] The further improvement of the beam-column cast-in-place concrete intercepting component is that the elastic blocking body and the intercepting component are connected through the connecting piece.

[0010] The further improvement of the beam-column cast-in-place concrete intercepting component is that the through hole is arranged on the plate body for the elastic blocking body and the intercepting component to pass through.

[0011] The further improvement of the beam-column cast-in-place concrete intercepting component is that the connecting assembly comprises: the extension piece arranged at the end of the plate body, one end of the extension piece is connected with the plate body, and the other end extends outward; the pair of tension bolts connect the two extension pieces corresponding in upper and lower directions, and the pair of tension bolts can adjust the distance between the two plate bodies.

[0012] The further improvement of the beam-column cast-in-place concrete intercepting component is that the bolt hole is arranged on the extension piece and matched with the pair of tension bolts.

[0013] The further improvement of the beam-column cast-in-place concrete intercepting component is that the pair of tension bolts are arranged in parallel with the intercepting component.

[0014] The further improvement of the beam-column cast-in-place concrete intercepting component is that the fixed structure is arranged between the plate body and the intercepting component. BRIEF DESCRIPTION OF DRAWINGS

[0015] Figure 1 It is the elevation view of the beam-column cast-in-place concrete intercepting component.

[0016] Figure 2 It is the connection schematic view of the intercepting component and the plate body.

[0017] Figure 3 It is the structure schematic view of the multiple rows of intercepting components.

[0018] Figure 4 It is the connection schematic view of the elastic blocking body and the intercepting component.

[0019] In the figure: 10, plate body; 11, intercepting component; 12, through hole; 13, elastic blocking body; 14, extension piece; 15, pair of tension bolts. DETAILED DESCRIPTION

[0020] The application will be further described below in combination with the drawings and specific embodiments.

[0021] In the embodiment, the pouring sequence of the beam column is generally to pour the vertical column first, and then pour the transverse connecting beam. For the beam column connecting joint, the concrete needs to be intercepted by the intercepting member when pouring the vertical column to prevent the concrete from leaking out and affecting the pouring quality of the vertical column. The intercepting member is removed before the initial setting of the vertical column concrete, and the pouring of the connecting beam is carried out at the same time to achieve a stable connection at the connecting joint.

[0022] Referring to Figure 1 and Figure 2 , Figure 1 shows a front view of a beam column cast-in-place concrete intercepting member of the present application, Figure 2 shows a schematic view of the connection between the intercepting member and the plate body. The present application provides a beam column cast-in-place concrete intercepting member arranged at the beam column connecting joint, which comprises: two plate bodies 10, the two plate bodies 10 are arranged on both sides of the concrete and are oppositely arranged.

[0023] Among them, the plate body 10 is arranged on both sides of the end of the connecting beam at the beam column connecting joint, the length of the plate body 10 corresponds to the width of the concrete intercepting surface, that is, the width of the connecting beam, and the spacing between the two plate bodies 10 corresponds to the height of the concrete intercepting surface, that is, the thickness of the connecting beam.

[0024] In the embodiment, the two plate bodies 10 are arranged on the outer sides of the upper and lower layer plate bars of the connecting beam, and the plate body 10 is arranged parallel to the plate bar.

[0025] A plurality of intercepting members 11 are arranged at intervals along the length direction of the plate body 10, and the two ends of the plurality of intercepting members 11 respectively pass through the two plate bodies 10, and the intercepting member 11 intercepts the concrete to form an intercepting surface.

[0026] Among them, the intercepting member 11 is arranged perpendicular to the plate body 10, and the intercepting member 11 is arranged parallel to the main reinforcement of the column.

[0027] Two sets of connecting assemblies are arranged at the two ends of the plate body 10, respectively, and the two sets of connecting assemblies connect the ends of the two plate bodies 10, and the connecting assembly can adjust the spacing between the two plate bodies 10.

[0028] Among them, the two sets of connecting assemblies adjust the relative distance between the two plate bodies 10, so that the plate body 10 is arranged in close contact with the plate bar, and the position of the plate body 10 is fixed by the connecting assembly.

[0029] Referring to Figure 1 , a front view of a beam column cast-in-place concrete intercepting member of the present application is shown. The present application provides a beam column cast-in-place concrete intercepting member, a plurality of through holes 12 are formed on the plate body 10 for the intercepting member 11 to pass through.

[0030] Among them, the through hole 12 penetrates the plate body 10, and the through hole 12 is arranged along the length direction of the plate body 10.

[0031] In the embodiment, if one row of intercepting members 11 is arranged, the through holes 12 are arranged in one row along the length direction of the plate body 10.

[0032] Referring to Figure 3 , a structural schematic diagram of the multiple rows of intercepting members is shown. The present application provides a beam-column cast-in-place concrete intercepting member, and the intercepting members 11 can be arranged in multiple rows, and the positions of the intercepting members 11 in adjacent rows are staggered.

[0033] If two rows of intercepting members 11 are arranged, the holes in the front and rear rows are staggered, which can increase the intercepting area and improve the intercepting effect.

[0034] Referring to Figure 4 , a connection schematic diagram of the elastic blocking body and the intercepting member is shown. The present application provides a beam-column cast-in-place concrete intercepting member, which further comprises an elastic blocking body 13, the elastic blocking body 13 is arranged on the side of the intercepting member 11 facing the concrete surface, and the elastic blocking body 13 is arranged on the outer wall of the intercepting member 11.

[0035] The elastic blocking body 13 can be sponge, which can increase the intercepting area and improve the intercepting effect through the extension and contraction of the sponge.

[0036] In the embodiment, the outer wall of the elastic blocking body 13 is the intercepting surface, the elastic blocking body 13 is arranged across multiple intercepting members 11, and the elastic blocking body 13 is half-wrapped on the outer wall of the intercepting member 11. The size of the elastic blocking body 13 is determined according to the requirements of the intercepting surface, which is not specifically limited here.

[0037] The present application provides a beam-column cast-in-place concrete intercepting member, and the elastic blocking body 13 and the intercepting member 11 are connected through a connecting member.

[0038] The connecting member can be a steel wire, a strap binding or other reliable way to bundle and connect the elastic blocking body 13 and the intercepting member 11, so as to prevent the elastic blocking body 13 from deviating and ensure the intercepting effect.

[0039] The present application provides a beam-column cast-in-place concrete intercepting member, and a through hole is arranged on the plate body 10 for the elastic blocking body 13 and the intercepting member 11 to pass through.

[0040] The through hole is arranged along the length direction of the plate body 10, and the size of the through hole corresponds to the size of the elastic blocking body 13 and the intercepting member 11.

[0041] In the embodiment, the hole positions on the two plate bodies 10 are consistent and one-to-one corresponding, which facilitates the arrangement of the intercepting member 11.

[0042] The present application provides a beam column cast-in-place concrete intercepting component, a connecting assembly comprising: an extension piece 14 arranged at the end of a plate body 10, one end of the extension piece 14 being connected with the plate body 10 and the other end extending outward.

[0043] The plate body 10 is provided with a groove for the extension piece 14 to be embedded and connected, so as to increase the connection area and reinforce the connection.

[0044] A tension bolt 15 is arranged to connect two extension pieces 14 corresponding to each other, and the tension bolt 15 can adjust the distance between the two plate bodies 10.

[0045] The tension bolt 15 is arranged outside the upper and lower plate bars to fix the two plate bodies 10.

[0046] The present application provides a beam column cast-in-place concrete intercepting component, and the extension piece 14 is provided with a bolt hole corresponding to the tension bolt 15.

[0047] The bolt holes on the extension pieces 14 arranged oppositely are also corresponding to each other.

[0048] The present application provides a beam column cast-in-place concrete intercepting component, and the tension bolt 15 is arranged parallel to the intercepting piece 11.

[0049] The tension bolt 15 is arranged on both sides of the plurality of intercepting pieces 11, and the distance adjusted by each tension bolt 15 is consistent, so that the two plate bodies 10 are arranged in parallel.

[0050] The present application provides a beam column cast-in-place concrete intercepting component, and a fixing structure is arranged between the plate body 10 and the intercepting piece 11.

[0051] The intercepting piece 11 can be arranged after the two plate bodies 10 are installed, and the two ends of the intercepting piece 11 are arranged in the through hole 12 of the two plate bodies 10, the fixing structure is arranged near the through hole 12, and the intercepting piece 11 is limited, so as to prevent the intercepting piece 11 from being displaced or falling off.

[0052] The present application is described in detail in combination with the embodiments of the drawings, and those skilled in the art can make various changes to the present application according to the above description. Therefore, some details in the embodiments should not constitute a limitation on the present application, and the scope of protection of the present application is defined by the appended claims.

Claims

1. A beam-column cast-in-situ concrete intercepting member, provided at the beam-column connection node, characterized in that: include: Two plates, the two plates are respectively arranged on both sides of the concrete and are arranged opposite to each other; A plurality of intercepting members, wherein the plurality of intercepting members are spaced apart along the length direction of the plate body, and two ends of the plurality of intercepting members respectively pass through the two plate bodies, and the intercepting members intercept the concrete to form an intercepting surface; Two groups of connection components are respectively arranged at the two ends of the plate body, and the two groups of connection components connect the ends of the two plate bodies. The connection components can adjust the distance between the two plate bodies.

2. The beam-column cast-in-situ concrete intercepting member according to claim 1, characterized in that: The plate body is provided with a plurality of through holes for the intercepting members to pass through.

3. The beam-column cast-in-situ concrete intercepting member according to claim 1, characterized in that: The intercepting members can be arranged in multiple rows, and the positions of the intercepting members in adjacent rows are staggered.

4. The beam-column cast-in-situ concrete intercepting member according to claim 1, characterized in that: Also includes: An elastic stopper is provided on the side of the intercepting member facing the concrete surface, and the elastic stopper is arranged close to the outer wall of the intercepting member.

5. The beam-column cast-in-situ concrete intercepting member according to claim 4, characterized in that: The elastic blocking body and the intercepting member are connected via a connecting member.

6. The beam-column cast-in-situ concrete intercepting member according to claim 4, characterized in that: The plate body is provided with a through-long hole for the elastic blocking body and the intercepting member to pass through.

7. The beam-column cast-in-situ concrete intercepting member according to claim 1, characterized in that: The connection component includes: An extension piece, the extension piece is arranged at the end of the plate body, one end of the extension piece is connected to the plate body, and the other end extends outward; The tension bolts connect the two corresponding extension pieces above and below, and the tension bolts can adjust the distance between the two plates.

8. The beam-column cast-in-situ concrete intercepting member according to claim 7, characterized in that: The extension piece is provided with a bolt hole, and the bolt hole corresponds to and matches the tension bolt.

9. The beam-column cast-in-situ concrete intercepting member according to claim 7, characterized in that: The tension bolts are arranged parallel to the intercepting member.

10. The beam-column cast-in-situ concrete intercepting member according to claim 1, characterized in that: A fixing structure is provided between the plate body and the intercepting member.

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