CN212953809U

CN212953809U - Novel light assembled prefabricated plate

Info

Publication number: CN212953809U
Application number: CN202021177413.4U
Authority: CN
Inventors: 万安山; 施铮
Original assignee: Suzhou Construction Group Co ltd
Current assignee: Suzhou Construction Group Co ltd
Priority date: 2020-06-23
Filing date: 2020-06-23
Publication date: 2021-04-13
Anticipated expiration: 2030-06-23

Abstract

The utility model provides a novel light assembled prefabricated plate. The novel light prefabricated slab comprises: prefabricating a slab; the through hole is formed between the two sides of the precast slab; the two fixing assemblies are respectively fixedly connected to two sides of the top of the prefabricated slab; the connecting components are respectively arranged on the surface and the back of the precast slab; the shock absorption assembly is arranged at the bottom of the precast slab; and the fixing bolt is arranged at the bottom of the damping component. The utility model provides a novel light assembled prefabricated plate is provided with fixed subassembly can be quick fix fag end and prefabricated plate to its transportation, reduce the time that the fag end is connected, thereby clamp splice conveying efficiency, the device still is provided with damper, when placing the prefabricated plate, can reach absorbing effect simultaneously.

Description

Novel light assembled prefabricated plate

Technical Field

The utility model relates to an assembly type structure technical field especially relates to a novel light assembled prefabricated plate.

Background

The precast slabs are floor slabs used in early buildings, namely modules or plates used in engineering, and are concrete precast slabs produced and processed in precast yards and directly transported to construction sites for installation, so the precast slabs are called as precast slabs.

Current assembled prefabricated plate when removing the prefabricated plate, needs earlier fix the prefabricated plate through the fag end, transports it again, and current fixed mode is comparatively troublesome, needs the time of manual operation for a long time, leads to conveying efficiency to reduce.

Therefore, there is a need to provide a novel lightweight prefabricated panel that solves the above-mentioned problems.

SUMMERY OF THE UTILITY MODEL

The utility model provides a novel light assembled prefabricated plate has solved the fixed mode of current assembled prefabricated plate comparatively troublesome, needs the problem of manual operation time of a specified duration.

In order to solve the technical problem, the utility model provides a pair of novel light assembled prefabricated plate, include: prefabricating a slab;

the through hole is formed between the two sides of the precast slab;

the two fixing assemblies are respectively fixedly connected to two sides of the top of the prefabricated slab;

the connecting components are respectively arranged on the surface and the back of the precast slab;

the shock absorption assembly is arranged at the bottom of the precast slab;

and the fixing bolt is arranged at the bottom of the damping component.

Preferably, the fixing assembly comprises a base plate, the base plate is fixedly connected to one side of the top of the prefabricated plate, a connecting piece is fixedly connected to the top of the base plate, a rotating plate is rotatably connected to one side of the top of the connecting piece, and a rotating block is rotatably connected to the bottom of the inner wall of the connecting piece.

Preferably, the top of turning block runs through the rotor plate and extends to the outside of rotor plate, one side fixedly connected with dead lever at base plate top, the fixed surface of dead lever is connected with solid fixed ring.

Preferably, the connecting assembly comprises an insert block and an insertion slot, the insert block and the insertion slot are respectively arranged on the surface and the back of the prefabricated plate, the connecting assembly further comprises two fixing holes, and the two fixing holes penetrate through the two sides of the prefabricated plate.

Preferably, the damping assembly comprises a damping pad, the damping pad is arranged at the bottom of the precast slab, and telescopic columns are fixedly connected to the front side and the rear side of the two sides of the inner wall of the damping pad.

Preferably, the surface of the telescopic column is sleeved with a damping spring between the top and the bottom of the inner wall of the damping pad.

Compared with the prior art, the utility model provides a novel light assembled prefabricated plate has following beneficial effect:

the utility model provides a novel light assembled prefabricated plate, the rope sling is directly sheathed on a fixed rod, then the rope sling is pressed by rotating a rotating plate, then the rotating block is rotated to fix the rotating plate, even if the rope sling is fixed on the fixed rod, thereby the prefabricated plate is lifted by a machine to be transported, when being transported to a required position, the prefabricated plate is put down, when the prefabricated plate descends, a shock pad is firstly contacted with the ground, and the shock pad is made of elastic material, so the prefabricated plate descends continuously to extrude the shock pad, thereby extruding a telescopic column to shorten the telescopic column, even if the shock spring deforms, thereby the shock spring obtains a reverse elasticity, thereby achieving the shock absorption effect, when in use, the shock absorption component can be firstly detached from the prefabricated plate through the fixed bolt, the transverse surfaces of two prefabricated plates are connected together, even if an insertion block on one prefabricated plate is inserted into the inside of an insertion groove on the other prefabricated plate, and then reinforcing bars are inserted into the inside of the fixing holes, thereby assembling the two prefabricated panels together.

Drawings

Fig. 1 is a schematic structural diagram of a preferred embodiment of the novel lightweight prefabricated slab provided by the invention;

FIG. 2 is a schematic side view showing the construction of the prefabricated panel shown in FIG. 1;

fig. 3 is a schematic top view of the structure of the fixing assembly shown in fig. 1.

Reference numbers in the figures: 1. prefabricated plate, 2, through-hole, 3, fixed subassembly, 31, base plate, 32, pivoted plate, 33, turning block, 34, dead lever, 35, solid fixed ring, 36, connecting piece, 4, coupling assembling, 41, inserted block, 42, slot, 43, fixed orifices, 5, damper assembly, 51, shock pad, 52, flexible post, 53, damping spring, 6, fixing bolt.

Detailed Description

The present invention will be further described with reference to the accompanying drawings and embodiments.

Please refer to fig. 1, fig. 2 and fig. 3, wherein fig. 1 is a schematic structural diagram of a preferred embodiment of the novel lightweight prefabricated slab according to the present invention; FIG. 2 is a schematic side view showing the construction of the prefabricated panel shown in FIG. 1; fig. 3 is a schematic top view of the structure of the fixing assembly shown in fig. 1. The novel light prefabricated slab includes: a prefabricated slab 1;

the through holes 2 are formed between two sides of the prefabricated plate 1, and the number of the through holes 2 is multiple;

the two fixing assemblies 3 are respectively fixedly connected to two sides of the top of the prefabricated plate 1, and the rope sling is connected with the prefabricated plate 1 through the fixing assemblies 3;

the connecting components 4 are respectively arranged on the surface and the back of the prefabricated slab 1, and the transverse surfaces of the two prefabricated slabs 1 are connected together, so that the two connecting components 4 are matched and assembled together;

the damping assembly 5 is arranged at the bottom of the precast slab 1 and is used for damping the precast slab 1 when the precast slab 1 is placed;

the fixing bolt 6, the fixing bolt 6 is arranged at the bottom of the damper assembly 5, and when in use, the damper assembly 5 can be firstly detached from the precast slab 1 through the fixing bolt 6.

Fixed subassembly 3 includes base plate 31, base plate 31 fixed connection is in one side at prefabricated plate 1 top, the top fixedly connected with connecting piece 36 of base plate 31, one side at connecting piece 36 top is rotated and is connected with

rotor plate

32, 36 inner walls of connecting piece bottom are rotated and are connected with turning block 33, directly entangle the dead lever 34 with the fag end on, then rotatory rotor plate 32 is pushed down the fag end, it is fixed with rotor plate 32 to rotate rotor block 33 again, set up slottedly on the connecting piece 36 and be used for placing rotor block 33.

The top of the turning block 33 penetrates the turning plate 32 and extends to the outside of the turning plate 32, a fixing rod 34 is fixedly connected to one side of the top of the base plate 31, and a fixing ring 35 is fixedly connected to the surface of the fixing rod 34, even if a rope socket is fixed to the fixing rod 34, so that the prefabricated panel 1 is lifted by a machine, i.e., transported, and the fixing ring 35 is used for clamping the rope socket.

The coupling assembly 4 includes an insert block 41 and an insertion groove 42, the insert block 41 and the insertion groove 42 being respectively provided on the front and rear surfaces of the prefabricated panels 1, and the coupling assembly 4 further includes two fixing holes 43, the two fixing holes 43 each penetrating between both sides of the prefabricated panel 1, for coupling the lateral surfaces of the two prefabricated panels 1 together, even if the insert block 41 of one prefabricated panel 1 is inserted into the insertion groove 42 of the other prefabricated panel 1, and then reinforcing bars are inserted into the fixing holes 43, thereby assembling the two prefabricated panels 1 together.

The damper assembly 5 includes a damper pad 51, the damper pad 51 is disposed at the bottom of the prefabricated panel 1, telescopic pillars 52 are fixedly connected to both front and rear sides of both sides of the inner wall of the damper pad 51, and when the prefabricated panel 1 descends, the damper pad 51 first contacts the ground, and the damper pad 51 is an elastic material, so that the damper pad 51 is pressed by the prefabricated panel 1, and the telescopic pillars 52 are pressed by the damper pad 51 when the prefabricated panel 1 descends.

The surface of the telescopic column 52 is sleeved with a damping spring 53 between the top and the bottom of the inner wall of the damping pad 51, the telescopic column 52 is extruded, the telescopic column 52 is shortened, even if the damping spring 53 deforms, so that the damping spring 53 obtains reverse elasticity, and the damping effect is achieved.

The utility model provides a novel light assembled prefabricated plate's theory of operation as follows:

first, the rope sling is directly sleeved on the fixed rod 34, then the rotating plate 32 is rotated to press the rope sling, then the rotating block 33 is rotated to fix the rotating plate 32, even if the rope sling is fixed on the fixed rod 34, so that the prefabricated panel 1 is hoisted by a machine and transported to a required position, the prefabricated panel 1 is put down, when the prefabricated panel 1 descends, the shock absorption pad 51 firstly contacts the ground, and the shock absorption pad 51 is elastic material, so that the prefabricated panel 1 descends continuously to press the shock absorption pad 51, thereby pressing the telescopic column 52, shortening the telescopic column 52, even if the shock absorption spring 53 deforms, thereby enabling the shock absorption spring 53 to obtain an opposite elastic force, when in use, the transverse surfaces of two prefabricated panels 1 are connected together, even if the inserting block 41 of one prefabricated panel 1 is inserted into the inside of the inserting groove 42 of the other prefabricated panel 1, and then the steel bar is inserted into the inside of the.

the rope sling is directly sheathed on the fixed rod 34, then the rotating plate 32 is rotated to press the rope sling, then the rotating block 33 is rotated to fix the rotating plate 32, even if the rope sling is fixed on the fixed rod 34, so that the precast slab 1 is hoisted by a machine to be transported to a required position, the precast slab 1 is put down, when the precast slab 1 descends, the shock absorption pad 51 firstly contacts the ground, and the shock absorption pad 51 is elastic material, so that the precast slab 1 descends continuously to press the shock absorption pad 51, thereby pressing the telescopic column 52, shortening the telescopic column 52, even if the shock absorption spring 53 deforms, thereby enabling the shock absorption spring 53 to obtain a reverse elasticity, thereby achieving the shock absorption effect, when in use, the shock absorption assembly 5 can be firstly detached from the precast slab 1 through the fixed bolt 6, the transverse surfaces of the two precast slabs 1 are connected together, even if the inserting block 41 on one precast slab 1 is inserted into the inserting groove 42 on the other precast slab 1, and then reinforcing bars are inserted into the fixing holes 43, thereby assembling the two prefabricated panels 1 together.

The above only is the embodiment of the present invention, not limiting the scope of the present invention, all the equivalent structures or equivalent processes of the present invention are used in the specification and the attached drawings, or directly or indirectly applied to other related technical fields, and the same principle is included in the protection scope of the present invention.

Claims

1. A novel lightweight fabricated panel, comprising: a prefabricated slab (1);

the through hole (2) is formed between two sides of the precast slab (1);

the two fixing assemblies (3) are respectively fixedly connected to two sides of the top of the precast slab (1);

the connecting assemblies (4) are respectively arranged on the surface and the back of the precast slab (1);

the shock absorption assembly (5), the shock absorption assembly (5) is arranged at the bottom of the precast slab (1);

the fixing bolt (6), the fixing bolt (6) set up in the bottom of damper (5).

2. The novel lightweight prefabricated slab as claimed in claim 1, wherein the fixed assembly (3) comprises a base plate (31), the base plate (31) is fixedly connected to one side of the top of the prefabricated slab (1), a connecting piece (36) is fixedly connected to the top of the base plate (31), a rotating plate (32) is rotatably connected to one side of the top of the connecting piece (36), and a rotating block (33) is rotatably connected to the bottom of the inner wall of the connecting piece (36).

3. The novel lightweight prefabricated panel according to claim 2, wherein the top of the rotating block (33) penetrates through the rotating plate (32) and extends to the outside of the rotating plate (32), a fixing rod (34) is fixedly connected to one side of the top of the base plate (31), and a fixing ring (35) is fixedly connected to the surface of the fixing rod (34).

4. The novel lightweight fabricated panels as claimed in claim 1, wherein the connecting assembly (4) comprises an insert (41) and a slot (42), the insert (41) and the slot (42) are respectively disposed on the surface and the back of the panel (1), and the connecting assembly (4) further comprises two fixing holes (43), and the two fixing holes (43) are all penetrated between the two sides of the panel (1).

5. The novel lightweight fabricated panels as claimed in claim 1, wherein the shock-absorbing assembly (5) comprises a shock-absorbing pad (51), the shock-absorbing pad (51) is disposed at the bottom of the panel (1), and telescopic columns (52) are fixedly connected to both front and rear sides of the inner wall of the shock-absorbing pad (51).

6. The novel lightweight fabricated panels as claimed in claim 5, wherein shock-absorbing springs (53) are sleeved on the surface of the telescopic pillars (52) between the top and bottom of the inner wall of the shock-absorbing pad (51).