CN215760437U

CN215760437U - Truss floor support plate

Info

Publication number: CN215760437U
Application number: CN202121415024.5U
Authority: CN
Inventors: 李予新
Original assignee: Henan Dongfang Haoji New Building Materials Co ltd
Current assignee: Henan Dongfang Haoji New Building Materials Co ltd
Priority date: 2021-06-24
Filing date: 2021-06-24
Publication date: 2022-02-08
Anticipated expiration: 2031-06-24

Abstract

The utility model discloses a truss floor bearing plate which comprises a plate body and a cross beam, wherein two sleeves are integrally connected to two ends of the plate body, an inner rod which is sleeved in the sleeves in a sliding mode is welded at the lower end of the cross beam, a strong spring is fixedly sleeved on the inner rod, a first bolt is sleeved in the cross beam and is connected with a first nut in a matching mode, and a second bolt is integrally connected to the upper end of the cross beam. The utility model utilizes the plate body to be provided with the sleeve so as to be convenient for movably sleeving and connecting the cross beam elastically supported by the strong spring, then utilizes the first bolt and the first nut which are connected in an adaptive way to lock and connect the cross beam on the plate body, and utilizes the cross beam to respectively erect the truss and the transverse plate; the setting can reciprocate flexible pole setting to it is fixed to utilize being connected the disc reinforcing diaphragm and being connected of plate body, and the limiting plate that is connected with the truss is connected to the rethread in the pole setting, with guarantee crossbeam, truss and diaphragm to balanced positioning, moulding effect of plate body, make the whole detachable construction that is of truss building carrier plate.

Description

Truss floor support plate

Technical Field

The utility model relates to the technical field of building floor bearing plates, in particular to a truss floor bearing plate.

Background

With the continuous updating and development of building technology, more and more emerging materials can be widely applied in the building field. The steel bar truss floor bearing plate is formed by steel bars, trusses and floor bearing plates, is improved on the basis of a profiling floor bearing plate and is a novel building material, the steel bar truss is shaped and processed in a background processing field, the length can be prefabricated, and rust removing and preventing process technologies such as metal plate welding, silanization, pure manganese phosphating, washing drying, galvanizing and the like are adopted, and a rust preventing film is wound and sealed. In site construction, the truss floor bearing plate needs to be placed at a correct position, support steel bars are welded, studs are welded, site steel bars are placed for binding, and concrete is poured after acceptance inspection, so that the plate surface cannot have obvious unevenness and distortion.

Traditional building carrier plate is mainly through with the reinforcing bar, the truss, the building carrier plate is connecting, use welded mode to connect usually, welding technique to the workman has higher level's requirement, and because there is great work load, so need drop into more manpower and time cost, and pure manual operation very easily has the hourglass, easily lead to connecting not firm problem between each part, and when high altitude was used, fixed knot constructs and the building carrier plate of great volume is not convenient for carry, very easily cause the collision damage accident, and the staff is when welding it, the welding rod will produce a large amount of black smoke, can cause destruction to the environment on every side, also can cause the health threat of certain degree for the workman's health simultaneously.

SUMMERY OF THE UTILITY MODEL

The utility model aims to solve the problem that a floor support plate fixedly welded in the prior art is inconvenient to use, and provides a truss floor support plate.

In order to achieve the purpose, the utility model adopts the following technical scheme:

the utility model provides a truss building carrier plate, includes plate body and crossbeam, an organic whole is connected with two sleeves on the plate body both ends, and the welding of crossbeam lower extreme has the interior pole of slip cap in locating the sleeve pipe, fixed cover is equipped with powerful spring on the interior pole, the cover is equipped with first bolt in the crossbeam, and adapter coupling has first nut on the first bolt, crossbeam upper end an organic whole is connected with the second bolt, and the movable sleeve is equipped with the truss on the second bolt, adapter coupling has the second nut on the second bolt, two diaphragms of fixedly connected with on the crossbeam, and the movable sleeve of end is equipped with the pole setting in two diaphragms, pole setting lower extreme an organic whole is connected with the connection disc, and threaded connection has first locking screw on the connection disc, the pole setting upper end is rotated the cover and is equipped with the limiting plate, and is connected with second locking screw on the limiting plate.

Preferably, the cross beam is horizontally arranged above the two sleeves, and the top ends of the vertically arranged sleeves are of open hollow structures.

Preferably, the strong spring is sleeved at the upper end of the inner rod connecting cross beam, and the lower end of the strong spring is abutted against the opening at the top end of the sleeve.

Preferably, the first nut is located at the lower end of the first bolt movably penetrating through the plate body, and the second nut is located at the upper end of the second bolt movably penetrating through the truss.

Preferably, the vertical rod is vertically arranged, the connecting disc abuts against the plate body, and the connecting disc is fixed on the plate body through a first locking screw.

Preferably, the free end of the limiting plate, which is far away from the vertical rod, corresponds to the truss, and the free end of the limiting plate is fixed on the truss through a second locking screw.

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

1. the upper end of the plate body is provided with the hollow sleeve with the upper end opening, so that the beam elastically supported by the strong spring can be movably sleeved and connected, the beam is locked and connected on the plate body by using the first bolt and the first nut which are connected in an adaptive mode, and the truss and the transverse plate are erected by using the beam respectively.

2. The vertical rods capable of moving up and down and stretching are arranged in the transverse plates, so that the connecting discs are used for enhancing the connecting and fixing of the transverse plates and the plate bodies, and the limiting plates connected with the trusses are connected to the vertical rods, so that the balanced positioning and shaping effects of the transverse beams, the trusses and the transverse plates on the plate bodies are guaranteed, the truss floor bearing plate is integrally of a detachable structure, and the detachable floor bearing plate is convenient to disassemble and assemble for use.

In summary, the utility model utilizes the plate body to be provided with the sleeve so as to be convenient for movably sleeving and connecting the cross beam elastically supported by the strong spring, then utilizes the first bolt and the first nut which are connected in an adaptive manner to lock and connect the cross beam on the plate body, and utilizes the cross beam to respectively erect the truss and the transverse plate; the setting can reciprocate flexible pole setting to it is fixed to utilize being connected the disc reinforcing diaphragm and being connected of plate body, and the limiting plate that is connected with the truss is connected to the rethread in the pole setting, with guarantee crossbeam, truss and diaphragm to balanced positioning, moulding effect of plate body, make the whole detachable construction that is of truss building carrier plate.

Drawings

Fig. 1 is a schematic structural diagram of a truss floor deck according to the present invention;

fig. 2 is a side view of a truss floor deck according to the present invention;

fig. 3 is a bottom view of a truss deck according to the present invention.

In the figure: the structure comprises a plate body 1, a sleeve 2, a cross beam 3, an inner rod 4, a strong spring 5, a first bolt 6, a first nut 7, a second bolt 8, a truss 9, a second nut 10, a transverse plate 11, a vertical rod 12, a connecting disc 13, a first locking screw 14, a limiting plate 15 and a second locking screw 16.

Detailed Description

The technical solutions 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, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments.

Referring to fig. 1-3, a truss floor support plate comprises a plate body 1 and a cross beam 3, wherein two sleeves 2 are integrally connected to two ends of the plate body 1, an inner rod 4 slidably sleeved in the sleeves 2 is welded to the lower end of the cross beam 3, a strong spring 5 is fixedly sleeved on the inner rod 4, it is to be noted that the sleeves 2 and the inner rod 4 are detachably connected to each other, so that the plate body 1 is convenient to move and transport as a single structure, a first bolt 6 is sleeved in the cross beam 3, a first nut 7 is connected to the first bolt 6 in a matching manner, the cross beam 3 can be locked and limited on the plate body 1 by using the first bolt 6 and the first nut 7, a second bolt 8 is integrally connected to the upper end of the cross beam 3, a truss 9 is movably sleeved on the second bolt 8, a second nut 10 is connected to the second bolt 8 in a matching manner, two transverse plates 11 are fixedly connected to the cross beam 3, and the truss floor support plate is specifically referred to fig. 1-2 of the specification, truss 9 is located the top position between two diaphragm 11, and two diaphragm 11 middle-end movable sleeve are equipped with pole setting 12, pole setting 12 lower extreme an organic whole is connected with connection disc 13, and threaded connection has first locking screw 14 on the connection disc 13, can strengthen the stability of being connected between pole setting 12 and the plate body 1 through connection disc 13, pole setting 12 upper end is rotated the cover and is equipped with limiting plate 15, and be connected with second locking screw 16 on the limiting plate 15, so that further strengthen truss 9 and plate body 1's stability of being connected.

Crossbeam 3 level is located two 2 top positions of sleeve pipe, and the perpendicular 2 tops of sleeve pipe that set up are open-ended hollow structure for crossbeam 3 can carry out height position adjustment according to actual size needs, guarantees the structure flexibility of floor carrier plate.

The upper end position that interior pole 4 was connected crossbeam 3 is located to powerful spring 5 cover, and powerful spring 5 lower extreme offsets with the top opening of sleeve pipe 2, provides the supporting role for not crossbeam 3 of co-altitude.

The first nut 7 is located at the lower end position where the first bolt 6 movably penetrates through the plate body 1, and the second nut 10 is located at the upper end position where the second bolt 8 movably penetrates through the truss 9, so that the truss 9 is limited and fixed on the second bolt 8.

The upright rod 12 is vertically arranged, the connecting disc 13 abuts against the plate body 1, and the connecting disc 13 is fixed on the plate body 1 through the first locking screw 14, so that the truss 9 is guaranteed to support and limit the middle end of the plate body 1 in a shaping mode.

The free end of the limiting plate 15, which is far away from the upright 12, corresponds to the truss 9, and the free end of the limiting plate 15 is fixed on the truss 9 through a second locking screw 16, so that the limiting and supporting effect of the upright 12 on the truss 9 is ensured.

The utility model can be illustrated by the following operating modes:

the inner rod 4 corresponds to the sleeve 2, the inner rod 4 is sleeved in an opening at the top end of the sleeve 2, the cross beam 3 is pressed, the strong spring 5 is stressed, a first bolt 6 is connected between the cross beam 3 and the plate body 1, and the cross beam 3 is fixed on the plate body 1 by screwing a first nut 7 on the first nut 6;

a truss 9 is sleeved on the second bolt 8, and the truss 9 is limited and fixed by screwing a second nut 10;

the vertical rod 12 is vertically slid in the transverse plate 11, so that a connecting disc 13 at the lower end of the vertical rod 12 is abutted against the upper end face of the plate body 1, and the first locking screw 14 is screwed tightly so as to limit and fix the vertical rod 12 on the plate body 1;

deflecting a limiting plate 15 at the upper end of the upright 12 to enable the free end of the limiting plate 15 to correspond to the truss 9, and then screwing a second locking screw 16 to limit and fix the limiting plate 15 on the truss 9.

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 equivalent alternatives or modifications according to the technical solution of the present invention and the inventive concept thereof should be covered by the scope of the present invention.

Claims

1. A truss floor bearing plate comprises a plate body (1) and a cross beam (3), and is characterized in that two sleeves (2) are integrally connected to two ends of the plate body (1), an inner rod (4) which is sleeved in the sleeves (2) in a sliding manner is welded at the lower end of the cross beam (3), a strong spring (5) is fixedly sleeved on the inner rod (4), a first bolt (6) is sleeved in the cross beam (3), a first nut (7) is connected to the first bolt (6) in an adaptive manner, a second bolt (8) is integrally connected to the upper end of the cross beam (3), a truss (9) is movably sleeved on the second bolt (8), a second nut (10) is connected to the second bolt (8) in an adaptive manner, two transverse plates (11) are fixedly connected to the cross beam (3), a vertical rod (12) is movably sleeved at the middle ends of the two transverse plates (11), and a circular connecting disc (13) is integrally connected to the lower end of the vertical rod (12), and threaded connection has first locking screw (14) on connecting disc (13), pole setting (12) upper end is rotated the cover and is equipped with limiting plate (15), and is connected with second locking screw (16) on limiting plate (15).

2. A truss floor deck according to claim 1 wherein the cross beam (3) is horizontally positioned above two sleeves (2) and the top of the vertically positioned sleeves (2) is an open hollow structure.

3. The truss floor deck according to claim 2, wherein the strong spring (5) is sleeved at the upper end of the inner rod (4) connecting cross beam (3), and the lower end of the strong spring (5) is abutted against the top end opening of the sleeve (2).

4. A truss floor deck according to claim 1 wherein the first nut (7) is located at the lower end of the first bolt (6) movably penetrating the plate body (1) and the second nut (10) is located at the upper end of the second bolt (8) movably penetrating the truss (9).

5. The truss floor deck as claimed in claim 4, wherein the vertical rods (12) are vertically arranged, and the connecting disc (13) is abutted against the plate body (1), and the connecting disc (13) is fixed on the plate body (1) through a first locking screw (14).

6. A truss floor deck according to claim 5, wherein the free ends of the limiting plates (15) far away from the uprights (12) correspond to the truss (9), and the free ends of the limiting plates (15) are fixed to the truss (9) by second locking screws (16).