CN215907394U

CN215907394U - Stable form steel bar truss floor carrier plate that anti performance of cracking is high

Info

Publication number: CN215907394U
Application number: CN202122120129.4U
Authority: CN
Inventors: 林建生
Original assignee: Zhangpu Shengxin Color Steel Structure Co ltd
Current assignee: Zhangpu Shengxin Color Steel Structure Co ltd
Priority date: 2021-09-03
Filing date: 2021-09-03
Publication date: 2022-02-25
Anticipated expiration: 2031-09-03

Abstract

The utility model discloses a stable steel bar truss floor support plate with high crack resistance, which belongs to the technical field of floor support plates and comprises a bottom die, wherein a plurality of groups of steel bar assemblies are arranged at the top of the bottom die, a first butt clamp and a second butt clamp are fixedly connected at the top of the bottom die, a first inserting plate and a second inserting plate are respectively and fixedly connected at one sides far away from the first butt clamp and the second butt clamp, a second inserting groove and a first inserting groove are respectively formed at one sides far away from the first butt clamp and the second butt clamp, a long plate is fixedly connected at the top of the bottom die, a pressure plate assembly is arranged on the long plate, the first inserting plate is inserted into the first inserting groove, the second inserting plate is inserted into the second inserting groove, the splicing of the two bottom dies can be completed, the quick splicing is realized, the stability after the splicing is effectively enhanced, the position of a fixed pressure plate is realized, the pressure plate is used for pressing the upper side of a U-shaped steel bar frame, so that the stability of the steel bar assemblies is increased, meanwhile, the construction is convenient for workers.

Description

Stable form steel bar truss floor carrier plate that anti performance of cracking is high

Technical Field

The utility model relates to the technical field of floor bearing plates, in particular to a stable steel bar truss floor bearing plate with high crack resistance.

Background

In the construction field, along with assembled building's heavily promoting, steel bar truss building carrier plate is arranged in the steel construction usually, and steel bar truss building carrier plate is laid on girder steel upper portion, fixes through peg and girder steel. But steel construction engineering often the cost is higher, and the installation degree of difficulty is big, and general floor is pour, is to dismantle the assembly with the bottom plate at the steel bar truss of factory production in order to form steel bar truss floor carrier plate, will be equipped with the bottom plate concatenation of steel bar truss at the job site, concreting, dismantles the bottom plate after the concrete sets up and gets off reuse. Therefore, the method can be used for industrial production, reduces the influence of environment and weather on the construction period, and ensures the production safety and quality.

But current steel bar truss building carrier plate is when the job site concatenation, can't realize quick concatenation between the die block of adjacent steel bar truss building carrier plate, and the stability after the concatenation is relatively poor, and does not have the supplementary additional strengthening to the reinforcing bar subassembly, can't increase the stability of reinforcing bar subassembly.

SUMMERY OF THE UTILITY MODEL

Aiming at the problems in the prior art, the utility model aims to provide a stable steel bar truss floor support plate with high crack resistance, and aims to solve the problems that when the existing steel bar truss floor support plate is spliced in a construction site, the bottom moulds of adjacent steel bar truss floor support plates cannot be spliced quickly, the spliced stability is poor, an auxiliary reinforcing structure for a steel bar assembly is not provided, and the stability of the steel bar assembly cannot be increased.

In order to solve the problems, the utility model adopts the following technical scheme:

the utility model provides a stable form steel bar truss building carrier plate that anti crack performance is high, includes the die block, the top of die block is provided with multiunit steel bar assembly, the first butt joint of top fixedly connected with of die block presss from both sides and the second butt joint presss from both sides, first butt joint presss from both sides and the second butt joint presss from both sides one side difference first picture peg of fixedly connected with and second picture peg of keeping away from mutually, second slot and first slot have been seted up respectively to one side that first butt joint pressed from both sides and the second butt joint pressed from both sides keep away from mutually, the top fixedly connected with long slab of die block, be provided with the clamp plate assembly on the long slab, the bottom of die block is provided with the reinforcement subassembly.

As a preferable scheme of the present invention, the first board is movably inserted into the first slot, the second board is movably inserted into the second slot, and the second board is tightly attached to the upper side of the first board.

As a preferable scheme of the present invention, each group of the reinforcement assemblies includes a U-shaped reinforcement frame, a horizontal reinforcement frame, and a waist bar reinforcement, the U-shaped reinforcement frame is fixedly connected to the top of the bottom mold, the horizontal reinforcement frame is welded to the surface of the U-shaped reinforcement frame, the waist bar reinforcement is welded to the top of the bottom mold, and the waist bar reinforcement is welded to the top of the U-shaped reinforcement frame.

In a preferred embodiment of the present invention, the reinforcement assembly includes a well-shaped steel bar frame and a short column, the short column is welded to the bottom of the bottom mold, and the well-shaped steel bar frame is welded to the short column.

As a preferable scheme of the utility model, the pressure plate assembly comprises a sliding groove and a sliding plate, the sliding groove is arranged at the top of the long plate, and the sliding plate is connected in the sliding groove in a sliding manner.

As a preferable scheme of the utility model, the pressing plate assembly further comprises a pressing plate, positioning holes and bolts, the pressing plate is welded on the top of the sliding plate, two ends of the lower side of the pressing plate are respectively attached to the upper sides of the two U-shaped steel bar frames, the positioning holes are formed in the side portions of the long plate and the sliding plate, and the bolts are installed in the positioning holes.

Compared with the prior art, the utility model has the advantages that:

(1) according to the utility model, the first inserting plate is inserted into the first slot, the second inserting plate is inserted into the second slot, so that the splicing of the two bottom dies can be completed, and the first butt clamp and the second butt clamp are respectively arranged at the four corners of the bottom dies, so that the rapid splicing is realized, and the stability after splicing is effectively enhanced.

(2) The sliding plate can slide up and down in the long plate, the bolt penetrates through the positioning hole, the position of the sliding plate can be fixed, the position of the pressing plate is fixed, the pressing plate presses the upper side of the U-shaped steel bar frame, the stability of the steel bar assembly is improved, and meanwhile, construction by workers is facilitated.

Drawings

FIG. 1 is an overall block diagram of the present invention;

FIG. 2 is a bottom view of the present invention;

FIG. 3 is a view of the docking clip configuration of the present invention;

FIG. 4 is a block diagram of the platen assembly of the present invention.

The reference numbers in the figures illustrate:

1. bottom die; 2. a U-shaped reinforcing steel bar frame; 3. a horizontal reinforcing steel bar frame; 4. waist bar steel bars; 5. a well-shaped reinforcing steel bar frame; 6. a short column; 7. a first docking clip; 8. a first board insert; 9. a second slot; 10. a second docking clip; 11. a second board plug; 12. a first slot; 13. a long plate; 14. a chute; 15. a slide plate; 16. pressing a plate; 17. positioning holes; 18. and (4) bolts.

Detailed Description

The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention. It is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments, and all other embodiments obtained by those skilled in the art without any inventive work are within the scope of the present invention.

In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "top/bottom", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.

In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "disposed," "sleeved/connected," "connected," and the like are to be construed broadly, e.g., "connected," which may be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.

Example (b):

referring to fig. 1-4, a stable steel bar truss floor support plate with high crack resistance includes a bottom mold 1, a plurality of sets of steel bar assemblies are disposed on the top of the bottom mold 1, a first butt clamp 7 and a second butt clamp 10 are fixedly connected to the top of the bottom mold 1, a first insertion plate 8 and a second insertion plate 11 are fixedly connected to one side, away from the first butt clamp 7 and the second butt clamp 10, of the first butt clamp 7, a second insertion groove 9 and a first insertion groove 12 are respectively formed in one side, away from the second butt clamp 10, of the bottom mold 1, a long plate 13 is fixedly connected to the top of the bottom mold 1, a pressing plate assembly is disposed on the long plate 13, a reinforcing assembly is disposed at the bottom of the bottom mold 1, the first insertion plate 8 is movably inserted into the first insertion groove 12, the second insertion plate 11 is movably inserted into the second insertion groove 9, and the second insertion plate 11 is tightly attached to the upper side of the first insertion plate 8.

In this embodiment, utilize first picture peg 8 to insert in first slot 12, second picture peg 11 inserts in second slot 9, can accomplish the concatenation of two die blocks 1, and first butt joint presss from both sides 7 and second butt joint presss from both sides 10 and all is provided with two, set up respectively in die block 1's four corners department, realize quick concatenation, and the stability after the effectual enhancement concatenation, slide 15 can slide from top to bottom in long slab 13, utilize bolt 18 to pass locating hole 17, can be with slide 15's rigidity, realize stationary platen 16's position, utilize clamp plate 16 to push down the upside of U-shaped steel bar frame 2, thereby increase the stability of reinforcing bar subassembly, the staff of being convenient for simultaneously is under construction.

Specifically, every group's reinforcing bar subassembly includes U-shaped reinforcing bar frame 2, horizontal reinforcing bar frame 3 and waist pole reinforcing bar 4, and 2 fixed connection in the top of die block 1 of U-shaped reinforcing bar frame, horizontal reinforcing bar frame 3 weld in the surface of U-shaped reinforcing bar frame 2, and waist pole reinforcing bar 4 welds in the top of die block 1, and waist pole reinforcing bar 4 welds in the top of U-shaped reinforcing bar frame 2.

In this embodiment, the U-shaped reinforcing steel frames 2 and the horizontal reinforcing steel frames 3 are welded together and arranged on the upper side of the bottom die 1, and the whole triangular structure can be used for pouring concrete by simple steel bar engineering, so that the construction of workers is facilitated.

Specifically, the reinforcing assembly comprises a well-shaped reinforcing frame 5 and a short column 6, the short column 6 is welded at the bottom of the bottom die 1, and the well-shaped reinforcing frame 5 is welded and connected to the short column 6.

In this embodiment, the well-shaped reinforcing frame 5 is disposed on the lower side of the bottom mold 1, and the well-shaped reinforcing frame 5 is welded to the short column 6, so that the strength of the overall structure is effectively enhanced, and the safety during construction is improved.

Specifically, the pressing plate assembly comprises a sliding groove 14 and a sliding plate 15, the sliding groove 14 is formed in the top of the long plate 13, the sliding plate 15 is connected into the sliding groove 14 in a sliding mode, the pressing plate assembly further comprises a pressing plate 16, positioning holes 17 and bolts 18, the pressing plate 16 is welded to the top of the sliding plate 15, two ends of the lower side of the pressing plate 16 are tightly attached to the upper sides of the two U-shaped steel bar frames 2 respectively, the positioning holes 17 are formed in the side portions of the long plate 13 and the sliding plate 15, and the bolts 18 are installed in the positioning holes 17.

In this embodiment, slide 15 can slide from top to bottom in long board 13, utilizes bolt 18 to pass locating hole 17, can be with slide 15's rigidity, realizes the position of stationary platen 16, utilizes clamp plate 16 to push down the upside of U-shaped reinforcing bar frame 2 to increase reinforcing bar assembly's stability, the staff of being convenient for simultaneously is under construction.

The working principle is as follows: utilize first picture peg 8 to insert in first slot 12, second picture peg 11 inserts in second slot 9, can accomplish the concatenation of two die blocks 1, and first butt joint presss from both sides 7 and second butt joint presss from both sides 10 and all is provided with two, set up respectively in the four corners department of die block 1, realize quick concatenation, and the stability after the effectual enhancement concatenation, slide 15 can slide from top to bottom in long slab 13, utilize bolt 18 to pass locating hole 17, can be with the rigidity of slide 15, realize the position of stationary platen 16, utilize clamp plate 16 to push down the upside of U-shaped reinforcing bar frame 2, thereby increase reinforcing bar assembly's stability, the staff of being convenient for simultaneously is under construction.

The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and the equivalent replacement or change according to the technical solution and the modified concept of the present invention should be covered by the scope of the present invention.

Claims

1. The utility model provides a stable form steel bar truss floor carrier plate that anti crack performance is high, includes die block (1), its characterized in that: the top of die block (1) is provided with the multiunit reinforcing bar subassembly, the first butt joint of top fixedly connected with of die block (1) presss from both sides (7) and second butt joint presss from both sides (10), first butt joint presss from both sides (7) and second butt joint presss from both sides one side that (10) kept away from mutually and is fixedly connected with first picture peg (8) and second picture peg (11) respectively, second slot (9) and first slot (12) have been seted up respectively to one side that first butt joint pressed from both sides (7) and second butt joint pressed from both sides (10) and kept away from mutually, the top fixedly connected with long slab (13) of die block (1), be provided with the pressure plate subassembly on long slab (13), the bottom of die block (1) is provided with the reinforcement subassembly.

2. The stable steel bar truss floor deck with high crack resistance as claimed in claim 1, wherein: the first inserting plate (8) is movably inserted into the first inserting groove (12), the second inserting plate (11) is movably inserted into the second inserting groove (9), and the second inserting plate (11) is tightly attached to the upper side of the first inserting plate (8).

3. The stable steel bar truss floor deck with high crack resistance as claimed in claim 2, wherein: every group the reinforcing bar subassembly includes U-shaped reinforcing bar frame (2), horizontal reinforcing bar frame (3) and waist pole reinforcing bar (4), U-shaped reinforcing bar frame (2) fixed connection is in the top of die block (1), horizontal reinforcing bar frame (3) welds in the surface of U-shaped reinforcing bar frame (2), waist pole reinforcing bar (4) weld in the top of die block (1), waist pole reinforcing bar (4) weld in the top of U-shaped reinforcing bar frame (2).

4. The stable steel bar truss floor deck with high crack resistance as claimed in claim 3, wherein: the reinforcing component comprises a well-shaped reinforcing frame (5) and a short column (6), the short column (6) is welded at the bottom of the bottom die (1), and the well-shaped reinforcing frame (5) is welded and connected to the short column (6).

5. A stable form steel bar truss floor deck with high crack resistance according to claim 4, wherein: the pressing plate assembly comprises a sliding groove (14) and a sliding plate (15), the sliding groove (14) is formed in the top of the long plate (13), and the sliding plate (15) is connected into the sliding groove (14) in a sliding mode.

6. A stable form steel bar truss floor deck with high crack resistance according to claim 5, wherein: the pressing plate assembly further comprises a pressing plate (16), positioning holes (17) and bolts (18), the pressing plate (16) is welded to the top of the sliding plate (15), the two ends of the lower side of the pressing plate (16) are tightly attached to the upper sides of the two U-shaped steel bar frames (2) respectively, the positioning holes (17) are formed in the side portions of the long plate (13) and the sliding plate (15), and the bolts (18) are installed in the positioning holes (17).