Steel bar truss floor support plate rear opening edge supplementing structure and steel bar truss floor support plate

By using edge-sealing steel plates to connect with steel beams at the openings behind the building floor slabs, and combining them with the original steel reinforcement and concrete, a stable filling structure is formed, which solves the problems of complex construction and high cost in existing technologies, and improves the structural strength and stability.

CN223739046UActive Publication Date: 2025-12-30POWER CHINA KUNMING ENG CORP LTD
View PDF 0 Cites 0 Cited by

Patent Information

Application Number
CN202520120380.6
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-01-17
Publication Date
2025-12-30
Estimated Expiration
2035-01-17

AI Technical Summary

Technical Problem

When openings are made in the floor slabs of an existing building, current technology requires separate formwork and supports, which increases project costs and construction difficulty, and makes it difficult to guarantee structural strength.

Method used

The edge sealing steel plate is fixedly connected to the steel beam, and the original floor slab reinforcement is used as the skeleton. Combined with the concrete in the filling groove, a stable filling structure is formed, which serves as the edge sealing template, avoiding the need to set up separate templates and supports.

Benefits of technology

Simplify the construction process, improve structural strength and stability, reduce construction difficulty, and ensure stable filling of the edges of the later-opened opening.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN223739046U_ABST
    Figure CN223739046U_ABST
Patent Text Reader

Abstract

The utility model discloses a reinforcing steel bar truss floor support plate rear opening edge supplementing structure and a reinforcing steel bar truss floor support plate, and relates to the technical field of constructional engineering, the reinforcing steel bar truss floor support plate rear opening edge supplementing structure comprises an edge sealing steel plate, a supplementing groove body, a first side face, a plurality of framework reinforcing steel bars and a concrete body, and the edge sealing steel plate is used for being fixedly connected with a steel beam at the bottom of the reinforcing steel bar truss floor support plate; one side surface of the edge sealing steel plate is the boundary of the rear opening, and the other side surface of the edge sealing steel plate is the edge of the rear opening; the supplementing groove body is a space between the side face, away from the rear opening, of the edge sealing steel plate and the steel bar truss floor support plate. The first side face is the side face where the steel bar truss floor support plate makes contact with the supplementing groove body. Each framework reinforcing steel bar is a part of an original floor reinforcing steel bar of the reinforcing steel bar truss floor support plate penetrating through the first side surface and extending into the supplementing groove body, and the framework reinforcing steel bars are fixedly connected with the edge sealing steel plate; the concrete body is formed by pouring concrete in the filling groove body, the structure is simple, the construction difficulty is effectively reduced, and the structural strength of the steel bar truss floor support plate is effectively guaranteed.
Need to check novelty before this filing date? Find Prior Art

Description

TECHNICAL FIELD

[0001] The utility model relates to building engineering technical field especially steel bar truss floor support plate rear opening hole edge structure and steel bar truss floor support plate. BACKGROUND

[0002] When the use function of the building is adjusted, the built building can need to open a hole on the floor. However, the built floor often cannot be pre-strengthened for the opening hole, and after the opening hole is opened, the pouring of concrete to fill the edge of the opening hole needs to be separately provided with a formwork and support, which increases the engineering cost and construction difficulty. UTILITY MODEL CONTENTS

[0003] The utility model discloses a steel bar truss floor support plate rear opening hole edge structure and steel bar truss floor support plate to solve the problem of the prior art, simple structure, effectively reduce the construction difficulty, effectively guarantee the structural strength of steel bar truss floor support plate.

[0004] To achieve the above object, the utility model provides the following scheme:

[0005] The utility model provides a steel bar truss floor support plate rear opening hole edge structure, include: edge sealing steel sheet, fill the groove body, first side, a plurality of framework steel and concrete body, the edge sealing steel sheet is used for with the steel beam fixed connection of steel bar truss floor support plate bottom, and located the top of steel beam near rear opening hole one side, the one side of edge sealing steel sheet is the boundary of rear opening hole, the fill the groove body is the space between the one side of edge sealing steel plate far from rear opening hole and steel bar truss floor support plate, the first side is the side of steel bar truss floor support plate and fill the groove body contact, each framework steel is the part of the original floor reinforcement of steel bar truss floor support plate and passes through the first side and extends into fill the groove body, and the framework steel is fixedly connected with the edge sealing steel plate, the concrete body is formed by pouring concrete in fill the groove body.

[0006] Preferably, the edge sealing steel plate is an unequal angle steel, the short side of the unequal angle steel is used for the top surface welding fixed connection of the steel beam, and the side of the long side of the unequal angle steel away from the first side is the boundary of the rear opening hole.

[0007] Preferably, the first side is a chiseled surface.

[0008] Preferably, it further includes a plurality of anchor steels, one anchor steel is integrally connected with one framework steel, and the anchor steel is used for welding and fixing with the edge sealing steel plate.

[0009] Preferably, each anchor steel is arranged in parallel.

[0010] Preferably, the concrete body forms a cast concrete that is micro-expansive fine aggregate concrete.

[0011] Preferably, the concrete strength grade of the concrete body is one grade higher than the concrete strength grade of the steel bar truss floor support plate.

[0012] Preferably, the steel bar truss floor support plate further comprises a plurality of shear studs, each of which is arranged along the length direction of the top surface of the steel beam.

[0013] Preferably, the first side surface is located in the middle of the top surface of the steel beam.

[0014] The utility model also provides a steel bar truss floor support plate, include: steel bar truss floor support plate body, rear opening and the steel bar truss floor support plate rear opening edge make up structure of any one described above, steel bar truss floor support plate rear opening edge make up structure set up between rear opening with steel bar truss floor support plate body.

[0015] The utility model has the following technical effects relative to the prior art:

[0016] The utility model provides a kind of steel steel bar truss floor support plate rear opening edge make up structure and steel bar truss floor support plate, edge sealing steel plate is fixed with steel beam and determines rear opening boundary, edge sealing steel plate can improve structural strength while acting as the role of edge sealing formwork, avoids the procedure of separately setting formwork and support, utilizes the original floor steel bar of steel bar truss floor support plate as skeleton steel bar, and pours concrete body in make up groove, can realize the stable make up of steel bar truss floor support plate rear opening edge, improve structural stability, simplify construction procedure. BRIEF DESCRIPTION OF DRAWINGS

[0017] To more clearly illustrate the technical scheme in the embodiments of the utility model or prior art, the following will briefly introduce the drawing needed to be used in the embodiments, and obviously, the drawing in the following description is only some embodiments of the utility model, and for those skilled in the art, other drawings can be obtained according to these drawings without creating labor.

[0018] Figure 1 The structure diagram of the steel bar truss floor support plate rear opening edge make up structure provided by the utility model is shown in the drawings.

[0019] In the drawings: 1, edge sealing steel plate;3, first side surface;4, skeleton steel bar;5, concrete body;6, shear stud;7, steel bar truss floor support plate;8, steel beam. DETAILED DESCRIPTION

[0020] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0021] The purpose of this utility model is to provide a structure for filling the edge of the opening in a steel truss floor slab and a steel truss floor slab, so as to solve the problems existing in the prior art. The structure is simple, effectively reduces the construction difficulty, and effectively ensures the structural strength of the steel truss floor slab.

[0022] To make the above-mentioned objectives, features and advantages of this utility model more apparent and understandable, the utility model will be further described in detail below with reference to the accompanying drawings and specific embodiments.

[0023] Example 1

[0024] This embodiment provides a structure for filling the edge of a rear opening in a steel truss floor slab, such as... Figure 1 As shown, it includes: an edge sealing steel plate 1, a filling groove, a first side surface 3, multiple reinforcing steel bars 4, and a concrete body 5. The edge sealing steel plate 1 is used to fix and connect to the steel beam 8 at the bottom of the steel truss floor deck 7, and is located on the top of the steel beam 8 near the rear opening. One side surface of the edge sealing steel plate 1 forms the boundary of the rear opening. The filling groove is the space between the side surface of the edge sealing steel plate 1 away from the rear opening and the steel truss floor deck 7. The first side surface 3 is the side surface of the steel truss floor deck 7 that contacts the filling groove. Each reinforcing steel bar 4 is the original floor slab reinforcing steel bar of the steel truss floor deck 7 passing through the first side surface. 3. The portion extending into the filling groove is fixedly connected to the reinforcing steel 4 and the edge sealing steel plate 1. The concrete body 5 is formed by pouring concrete into the filling groove. After the edge sealing steel plate 1 is fixed to the steel beam 8, the opening boundary is determined. The edge sealing steel plate 1 can improve the structural strength while acting as an edge sealing template, avoiding the process of setting up templates and supports separately. By using the original floor slab reinforcement of the steel truss floor deck 7 as the reinforcing steel 4 and pouring concrete body 5 into the filling groove, the edge of the opening of the steel truss floor deck 7 can be stably filled, improving the structural stability and simplifying the construction process.

[0025] In a preferred embodiment, the edge sealing steel plate 1 is an unequal-sided angle steel. The short side of the unequal-sided angle steel is used for welding and fixing to the top surface of the steel beam 8, and the side of the long side of the unequal-sided angle steel away from the first side 3 is the boundary of the rear opening. Using unequal-sided angle steel as the edge sealing steel plate 1 is low-cost, easy to obtain, and can be firmly connected to the steel beam 8. The width of the long side of the unequal-sided angle steel is the thickness of the steel truss floor deck 7, which can clearly define the boundary of the rear opening.

[0026] In a preferred embodiment, the first side surface 3 is a roughened surface, which increases the contact area of the new and old concrete and improves the bonding strength of the concrete body 5 and the steel truss floor support plate 7.

[0027] In a preferred embodiment, the steel truss floor support plate rear opening edge patching structure further comprises a plurality of anchoring steel bars, one anchoring steel bar is integrally connected with one skeleton steel bar 4, and the anchoring steel bar is used for welding and fixing with the edge sealing steel plate 1. The arrangement of the anchoring steel bar increases the connection strength of the skeleton steel bar 4 and the edge sealing steel plate 1, and improves the stability of the overall structure.

[0028] In a preferred embodiment, the anchoring steel bars are arranged in parallel, which makes the stress more uniform and further enhances the stability of the structure.

[0029] In a preferred embodiment, the concrete of the concrete body 5 is micro-expanding fine stone concrete, which can effectively control the generation of cracks and ensure the compactness of the cast concrete, thereby ensuring the durability of the patching structure.

[0030] In a preferred embodiment, the concrete strength grade of the concrete body 5 is one grade higher than that of the steel truss floor support plate 7, which improves the strength grade of the concrete body 5 and enhances the load-bearing capacity of the steel truss floor support plate rear opening edge patching structure.

[0031] In a preferred embodiment, the steel truss floor support plate rear opening edge patching structure further comprises a plurality of shear studs 6, each shear stud 6 is arranged along the length direction of the top surface of the steel beam 8, and the arrangement of the shear stud 6 improves the shear capacity of the structure and enhances the stability of the overall structure.

[0032] In a preferred embodiment, the first side surface 3 is located in the middle of the top surface of the steel beam 8, which makes the stress of the structure more reasonable and improves the safety of the structure.

[0033] Embodiment two

[0034] The embodiment also provides a steel truss floor support plate 7, which comprises: a steel truss floor support plate 7 body, a rear opening, and a steel truss floor support plate rear opening edge patching structure as any one of the embodiments one, the steel truss floor support plate rear opening edge patching structure is arranged between the rear opening and the steel truss floor support plate 7 body, which ensures the overall performance and safety of the steel truss floor support plate 7 and meets the demand for processing of the rear opening in the construction engineering.

[0035] The principle and implementation mode of the utility model are described by applying specific examples, and the above embodiment is only used for helping to understand the method and core idea of the utility model; meanwhile, for the general technical personnel in the field, the specific implementation mode and application range will be changed according to the idea of the utility model. In conclusion, the content of the specification should not be understood as the limitation of the utility model.

Claims

1. A structure for patching the edge of a post-punched opening of a steel bar truss floor support plate, characterized by: include: The edge sealing steel plate is used to fix and connect to the steel beam at the bottom of the steel truss floor deck, and is located on the top of the steel beam near the rear opening. One side of the edge sealing steel plate is the boundary of the rear opening. The filling groove is the space between the side of the edge sealing steel plate away from the rear opening and the steel truss floor deck; The first side is the side where the steel truss floor deck contacts the filling groove. Multiple reinforcing bars, each of which is a portion of the original floor slab reinforcing bars of the steel truss floor slab that extends through the first side into the filling groove, and the reinforcing bars are fixedly connected to the edge sealing steel plate; and The concrete body is formed by pouring concrete into the filling groove.

2. The post-punched opening edge patching structure of the steel bar trussed floor deck according to claim 1, characterized in that: The edge sealing steel plate is an unequal-sided angle steel. The short side of the unequal-sided angle steel is used for welding and fixing the top surface of the steel beam. The side of the long side of the unequal-sided angle steel away from the first side is the boundary of the rear opening.

3. The post-punched opening edge patching structure of the steel bar trussed floor deck according to claim 2, characterized in that: The first side is a roughened surface.

4. The post-punched opening edge patching structure of the steel bar trussed floor deck according to claim 3, characterized in that: It also includes multiple anchoring bars, one of which is integrally connected to one of the skeleton bars, and the anchoring bars are used to weld and fix to the edge sealing steel plate.

5. The post-punched opening edge patching structure of the steel bar trussed floor deck according to claim 4, characterized in that: The anchoring steel bars are arranged in parallel.

6. The post-punched opening edge patching structure of the steel bar trussed floor deck according to claim 5, characterized in that: The concrete body formed by the pouring is micro-expansion fine aggregate concrete.

7. The post-punched opening edge patching structure of the steel bar trussed floor deck according to claim 6, characterized in that: The concrete strength grade of the concrete body is one grade higher than that of the concrete strength grade of the steel truss floor slab.

8. The post-punched opening edge patching structure of the steel bar trussed floor deck according to claim 7, characterized in that: It also includes a plurality of shear studs, each of which is arranged along the length of the top surface of the steel beam.

9. The post-punched opening edge patching structure of the steel reinforced trussed floor deck according to claim 1, characterized in that: The first side is located at the middle of the top surface of the steel beam.

10. A steel trussed floor deck characterized by: include: The steel truss floor deck body, the rear opening, and the edge-filling structure for the rear opening of the steel truss floor deck as described in any one of claims 1 to 9, wherein the edge-filling structure for the rear opening of the steel truss floor deck is disposed between the rear opening and the steel truss floor deck body.