CN217105504U - Face sky and fall board and deal with structure - Google Patents

Abstract

The utility model discloses a temporary air space and descending plate disposal structure, which comprises a bracket, a prefabricated column connected inside the bracket, a prefabricated beam connected on the side surface of the prefabricated column and a laminated slab connected between the prefabricated beams; the bottom of the bracket is connected with a foundation or a floating plate component; prefabricated post sets up around the building, and prefabricated post one side or both sides face the limit setting, face limit department and be provided with the board subassembly that wafts. The arrangement of the floating plate component in the utility model is beneficial to arranging a bottom supporting foundation for the support of the prefabricated column arranged near the edge, and provides bearing guarantee for the installation of the support; the arrangement of the fixing assembly and the embedded steel bars is beneficial to fixing the bay plate assembly and further integrally connected with the prefabricated column, wherein the fixed connecting rod can uniformly connect the prefabricated column and the bay window stirrup to further improve the bearing capacity; through the setting of scaffold frame, support that one side or more sides carried out the bottom when the support mounting face empty, wherein the setting of scaffold frame top adjusting piece and jack does benefit to on-the-spot height adjustment.

Description

Face sky and fall board and deal with structure

Technical Field

The utility model belongs to the technical field of the construction, in particular to face sky and fall board and deal with structure.

Background

With the development of the current industrial technology, the assembly type building also comes. The connection of beam-column joints and beam-slab-columns in the construction of fabricated buildings is always the foundation for the overall functional safety and adaptability of the building. The prefabricated column is the core of the whole fabricated building, and the stability of the prefabricated column is an important mark of the whole structure. When the prefabricated column is arranged along the edge or in the empty space, the installation and the support of the lower bracket of the prefabricated column need to be designed specifically.

SUMMERY OF THE UTILITY MODEL

The utility model provides a face sky and fall board and deal with structure for solve prefabricated post face the limit sky and support, face the connection of limit wafting the board subassembly and face the empty below and support the technical problem.

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

a temporary air and descending plate disposal structure comprises a bracket, prefabricated columns connected to the inner part of the bracket, prefabricated beams connected to the side surfaces of the prefabricated columns and laminated plates connected between the prefabricated beams; the bottom of the bracket is connected with a foundation or a floating plate component;

the prefabricated columns are arranged around the building, the adjacent edges of one side or two sides of the prefabricated columns are arranged, and the adjacent edges are provided with the floating plate assemblies;

the laminated slab on one side of the prefabricated column is lower than the laminated slab on the other side.

Further, the wafting plate component comprises a wafting plate main body, a wafting plate horizontal rib connected in the wafting plate main body and a wafting plate stirrup connected outside the wafting plate horizontal rib.

Furthermore, the horizontal ribs of the floating plates are arranged in layers; the horizontal ribs of the float plates positioned on the upper superimposed plate section are arranged in an encrypted manner.

Further, the waffle slab stirrup sets up respectively on the laminated board section in the waffle slab main part and on the laminated board section below, and the waffle slab stirrup of top is encrypted to be arranged and the stirrup outside stretches out on one side has the bar planting, and the bar planting stretches into the laminated board section below section on going up in the waffle slab main part.

Further, the floating plate stirrup is connected with the fixing assembly; one end of the fixing component is connected to one end of one side of the precast beam body and is connected into the floating plate main body.

Further, fixed subassembly contains fixation nut and links firmly the pole, and fixation nut connects in the prefabricated post outside, links firmly the pole and passes the prefabricated post and stretch into in the board main part that wafts and be connected with the board stirrup that wafts.

Further, the prefabricated column comprises a lower column and an upper column, and the axes of the upper column and the lower column are arranged in a staggered manner; go up the post and arrange with lower vertical level in post one side, flush and arrange one side and be provided with the superimposed sheet that falls the board.

Further, a wall body, a concrete pier and a support are sequentially connected above the laminated slab at the lower side of the prefabricated column, wherein the support is arranged corresponding to the upper column; the concrete pier is connected with the bottom of the support through a bolt.

The beneficial effects of the utility model are embodied in:

1) the arrangement of the floating plate component in the utility model is beneficial to arranging a bottom supporting foundation for the support of the prefabricated column arranged near the edge, and provides bearing guarantee for the installation of the support;

2) the utility model is favorable for fixing the bay plate component and further integrally connecting the bay plate component with the prefabricated column through the arrangement of the fixing component and the embedded steel bars, wherein the fixed connecting rod can uniformly connect the prefabricated column and the bay window stirrup to further improve the bearing capacity;

3) in the utility model, through the arrangement of the scaffold, the bottom is supported when one side or a plurality of sides are empty during the installation of the bracket, wherein the arrangement of the scaffold jacking piece and the jack is beneficial to the height adjustment on site;

additional features and advantages of the invention will be set forth in the description which follows, and in part will be obvious from the description, or may be learned by practice of the invention; the primary objects and other advantages of the invention may be realized and attained by the structure particularly pointed out in the written description.

Drawings

FIG. 1 is a schematic top view of a fly panel assembly and its attachment structure;

FIG. 2 is a schematic vertical view of a fly panel assembly and its connection;

fig. 3 is a schematic view of a concrete pier, a bracket and a connection structure thereof.

Reference numerals: 1-prefabricated column, 11-lower column, 12-upper column, 2-bracket, 3-prefabricated beam, 4-laminated slab, 5-floating slab assembly, 51-floating slab main body, 52-floating slab stirrup, 53-floating slab horizontal rib, 6-fixed assembly, 61-fixed nut, 62-fixed connecting rod, 7-bar planting, 8-wall and 9-concrete pier.

Detailed Description

Taking a certain fabricated building engineering as an example, the building adopts a prefabricated column 1, a prefabricated beam 3 and a laminated slab 4 for frame construction. When prefabricated post 1 one side or two face the limit, or face empty the setting, handle the structure through face empty and fall the board and install fixedly.

As shown in fig. 1 to 3, a temporary emptying and lowering plate handling structure comprises a support frame 2, precast columns 1 connected to the inside of the support frame 2, precast girders 3 connected to the sides of the precast columns 1, and laminated plates 4 connected between the precast girders 3; the bottom of the support 2 is connected with a foundation or drift plate assembly 5.

In this embodiment, the brackets 2 are L-shaped members, and the four brackets 2 are combined to form a square shape corresponding to the prefabricated column 1. The upper portion of support 2 is seted up the installation slotted hole, and the downthehole fastening bolt that has worn of mounting groove, support 2 are vertical to be dismantled and to be connected with even board and even be seted up the bolt hole on the board and pass through the bolt and be connected with support 2.

In this embodiment, the support 2 is the steel support 2, adopts the steel support 2 of on-the-spot concatenation as the fixed bolster 2 of first floor column base, and steel sheet steel is Q235B, and thickness 20mm uses 10.9 grades M24 pressure-bearing type high strength bolt to connect. Checking by a designed unit: when the prefabricated column 1800 multiplied by 800 is installed, the safety factor of the four supporting screw rods is 2 times, and the fixed screw rods are used for fixing M24 at the level of 10.9, so that the safety requirement is met.

In this embodiment, the precast column 1 includes a lower column 11 and an upper column 12, and the axes of the upper column 12 and the lower column 11 are arranged in a staggered manner; the upper column 12 and the lower column 11 are vertically and horizontally arranged, and the laminated slab 4 with the falling board is arranged on one side of the horizontally arranged laminated slab.

In the embodiment, the prefabricated column 1 is arranged around a building, one side or two sides of the prefabricated column 1 are arranged near the edges, and the floating plate assembly 5 is arranged at the adjacent edges; the superimposed slab 4 on one side of the prefabricated column 1 is lower than the superimposed slab 4 on the other side.

In this embodiment, the flag assembly 5 includes a flag body 51, a flag horizontal rib 53 connected inside the flag body 51, and a flag stirrup 52 connected outside the flag horizontal rib 53. The horizontal ribs 53 of the floating plate are arranged in layers; the horizontal ribs 53 of the float plate positioned on the section 4 of the upper superimposed plate are arranged in an encrypted manner.

In this embodiment, 4 sections of superimposed sheet and the 4 sections of superimposed sheet below set up respectively on the fly board stirrup 52 in fly board main part 51, and the fly board stirrup 52 of top is encrypted and is arranged and the stirrup outside stretches out on one side has bar planting 7, and bar planting 7 stretches into 4 sections of superimposed sheet below sections on in the fly board main part 51. The float plate stirrup 52 is connected with the fixing assembly 6; one end of the fixing component 6 is connected with one side of the precast beam 3, and the other end is connected in the floating plate main body 51.

In this embodiment, the fixing assembly 6 includes a fixing nut 61 and a fixing rod 62, the fixing nut 61 is connected to the outer side of the precast column 1, and the fixing rod 62 penetrates through the precast column 1 and extends into the floating plate main body 51 to be connected with the floating plate stirrup 52.

As shown in fig. 3, a wall 8, a concrete pier 9 and a bracket 2 are sequentially connected above a laminated slab 4 at the lower side of a prefabricated column 1, wherein the bracket 2 is arranged corresponding to an upper column 12; the concrete pier 9 is connected with the bottom of the bracket 2 through bolts. Wherein, a steel embedded plate is embedded in the top of the concrete pier 9 and is fixedly connected with the bottom of the bracket 2 through a bolt.

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 changes or substitutions that can be conceived by those skilled in the art within the technical scope of the present invention should be covered within the scope of the present invention.

Claims (8)

1. A temporary parking and descending plate handling structure is characterized by comprising a bracket (2), prefabricated columns (1) connected inside the bracket (2), prefabricated beams (3) connected to the side surfaces of the prefabricated columns (1) and laminated plates (4) connected between the prefabricated beams (3); the bottom of the bracket (2) is connected with a foundation or a floating plate component (5);

the prefabricated column (1) is arranged around a building, one side or two sides of the prefabricated column (1) are arranged along the edge, and a floating plate assembly (5) is arranged at the edge;

the laminated slab (4) on one side of the prefabricated column (1) is lower than the laminated slab (4) on the other side.

2. A temporary flight and fall board handling structure according to claim 1, wherein the flap assembly (5) comprises a flap body (51), flap horizontal ribs (53) attached inside the flap body (51), and flap stirrups (52) attached outside the flap horizontal ribs (53).

3. A temporary emptying and landing board handling structure as claimed in claim 2, wherein said horizontal ribs (53) of said flight are arranged in layers; the horizontal ribs (53) of the float plate positioned on the upper laminated plate (4) section are arranged in an encrypted way.

4. The structure for handling the temporary flight and descending floor as claimed in claim 3, wherein the flag stirrups (52) are respectively arranged below the upper laminated plate (4) section and the upper laminated plate (4) section in the flag body (51), the flag stirrups (52) above are arranged in a encrypted manner, the embedded bars (7) extend out of one side of the outer sides of the stirrups, and the embedded bars (7) extend into the lower section of the upper laminated plate (4) section in the flag body (51).

5. A sky and fall board handling structure as claimed in claim 4, wherein said fly board stirrups (52) are connected to the fixed assembly (6); one end of the fixing component (6) is connected to one side of the precast beam (3) body, and the other end of the fixing component is connected to the interior of the floating plate main body (51).

6. A temporary flight and fall plate handling structure according to claim 5, wherein the fixing assembly (6) comprises a fixing nut (61) and a fixing rod (62), the fixing nut (61) is connected to the outer side of the precast column (1), and the fixing rod (62) penetrates through the precast column (1) and extends into the drift plate body (51) to be connected with the drift plate stirrup (52).

7. A temporary emptying and descending plate handling structure according to claim 1, wherein said prefabricated column (1) comprises a lower column (11) and an upper column (12), said upper column (12) and lower column (11) are arranged with their axes staggered; one side of the upper column (12) and one side of the lower column (11) are vertically arranged in a flush manner, and the flush arrangement side of the laminated slab (4) is provided with a descending plate.

8. The structure for handling temporary emptying and descending boards as claimed in claim 7, wherein a wall body (8), a concrete pier (9) and a bracket (2) are sequentially connected above the laminated slab (4) at the lower side of the prefabricated column (1), wherein the bracket (2) is arranged corresponding to the upper column (12); the concrete pier (9) is connected with the bottom of the bracket (2) through a bolt.

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