CN211396521U - Latticed construction soft platform - Google Patents

Abstract

The utility model discloses a latticed soft platform of construction belongs to construction technical field, and this platform includes a steel truss post, cover and establishes a bearing platform at steel truss post top, connect a plurality of root stretch-draw steel strand wires between bearing platform and major structure and lay the construction platform on stretch-draw steel strand wires, and stretch-draw steel strand wires is served and all is connected with stress-induction and alarm device near one of bearing platform. This platform uses the steel truss post as vertical stress structure, and the steel strand wires is as the level to stress structure, and the partial power transmission that receives the construction platform is for major structure, makes the atress more reasonable. The occupied area is small, the steel truss column is only contacted with the ground, and the rest parts are all in the air, so that the steel truss column is very suitable for narrow operation areas among high-rise buildings. Simple structure, the installation and the dismantlement of being convenient for, the cost of manufacture is lower, and all parts can also have enough to meet the need the use after dismantling moreover, reduce the wasting of resources, have effectively realized the purpose of green construction of building engineering and exquisite building.

Description

Latticed construction soft platform

Technical Field

The utility model relates to a construction technical field specifically is a latticed soft platform of being under construction.

Background

With the rapid development of the building industry, a large number of high-rise and super-high-rise buildings are built, meanwhile, a large number of super-high and super-large atrium structures need to be constructed, and the traditional construction technology mostly adopts the mode of erecting scaffolds or adopting truck cranes and the like to carry out construction operation.

However, if it is required to construct a narrow working area between super high-rise buildings, it is very difficult to set up the scaffolding, and the crane cannot enter the working area, or the boom cannot be rotated after entering the working area.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide a latticed construction soft platform to solve the difficulty of building a scaffold when constructing a narrow operation area between super high-rise buildings; and the crane can not enter the operation area, or the suspension arm can not rotate after entering the operation area.

In order to solve the technical problem, the utility model provides a latticed soft platform of being under construction, establish a bearing platform, connect a plurality of stretch-draw steel strand wires between bearing platform and major structure at steel truss capital portion and lay the construction platform on stretch-draw steel strand wires including a steel truss post, cover, stretch-draw steel strand wires is served and all is connected with stress-induction and alarm device near bearing platform.

Preferably, the bearing platform is a circular steel plate, the bottom of the bearing platform is provided with a clamping groove with a cross section shape matched with that of the steel truss column, the top of the steel truss column is clamped into the clamping groove and fixed by bolts, and then the top of the steel truss column is connected with the bearing platform.

Preferably, the edge of the bearing platform is provided with tensioning steel strand connecting holes at intervals, two ends of the tensioning steel strand are connected with connecting latches, the connecting latches are connected with the tensioning steel strand connecting holes, and then one end of the tensioning steel strand is connected with the bearing platform.

Preferably, an embedded part is arranged in the main body structure, two ends of the tension steel strand are connected with connecting lock catches, the connecting lock catches are connected with the embedded part, and then the tension steel strand is connected with the main body structure.

Preferably, the steel truss column is formed by the concatenation of a plurality of sections tower crane standard festival, the tower crane standard festival includes:

the number of the vertical rods is four, and the vertical rods are arranged in a rectangular shape;

the cross rods comprise top cross rods connected between the tops of the adjacent vertical rods, bottom cross rods connected between the bottoms of the adjacent vertical rods and middle cross rods connected between the middle parts of the adjacent vertical rods;

the inclined rods are connected between the adjacent bottom cross rod and the middle cross rod and between the adjacent middle cross rod and the top cross rod;

the corner reinforcing part is right angle steel, and the cladding is connected between the outside of montant top and top horizontal pole, between the outside of montant bottom and bottom horizontal pole.

Preferably, the outer side of the steel truss column is also connected with an upper step ladder way and a lower step ladder way.

Compared with the prior art, the utility model discloses a characteristics and beneficial effect do:

(1) the utility model discloses a latticed soft platform of construction establishes a steel sheet as bearing platform through the top cover at a steel truss post to be connected a plurality of stretch-draw steel strand wires between bearing platform and major structure, then stretch-draw steel strand wires upper berth facility worker's platform. This platform uses the steel truss post as vertical stress structure, and the steel strand wires is as the level to stress structure, and the partial power transmission that receives the construction platform is for major structure, makes the atress more reasonable.

(2) The utility model discloses a soft platform area of latticed construction is less, only is steel truss post and ground contact, and all the other parts are in half aloft, are applicable to very much narrower operation region between the high-rise building.

(3) The utility model discloses a soft platform of latticed construction simple structure, the installation and the dismantlement of being convenient for, the cost of manufacture is lower, and all parts can also have enough to meet the need the use after dismantling moreover, reduce the wasting of resources.

Drawings

Fig. 1 is a schematic structural diagram of a grid-shaped construction soft platform.

Fig. 2 is a schematic top view of the structure of fig. 1.

Fig. 3 is an enlarged view of a portion a of fig. 2.

Fig. 4 is a schematic illustration of a standard section of a steel truss column.

Figure 5 is a schematic view of the structure of the load-bearing platform.

The attached drawings are marked as follows: 1-steel truss column, 11-vertical rod, 12-cross rod, 121-top cross rod, 122-bottom cross rod, 123-middle cross rod, 13-diagonal rod, 14-corner reinforcing piece, 2-bearing platform, 3-tension steel strand, 4-construction platform, 5-stress induction and alarm device, 6-clamping groove, 7-tension steel strand connecting hole, 8-connecting lock catch, 9-main body structure and 10-up and down step ladder way.

Detailed Description

In order to make the technical means, innovative features, objectives and functions realized by the present invention easy to understand, the present invention will be further described below.

The embodiments described herein are specific embodiments of the present invention, and are intended to be illustrative of the concepts of the present invention, which are intended to be illustrative and exemplary, and should not be construed as limiting the scope of the embodiments of the present invention. In addition to the embodiments described herein, those skilled in the art will be able to employ other technical solutions which are obvious based on the disclosure of the claims and the specification of the present application, and these technical solutions include technical solutions which make any obvious replacement or modification for the embodiments described herein.

In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "front end", "rear end", "both ends", "one end", "the other end" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element to which the reference is made 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 is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "disposed," "connected," and the like are to be construed broadly, and for example, "connected" may be either fixedly connected or 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 meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.

As shown in fig. 1 to 5, a latticed construction soft platform comprises a steel truss column 1, a bearing platform 2 sleeved on the top of the steel truss column 1, a plurality of tension steel strands 3 connected between the bearing platform 2 and a main structure 9, and a construction platform 4 laid on the tension steel strands 3, wherein one end of each tension steel strand 3, which is close to the bearing platform 2, is connected with a stress sensing and alarming device 5.

The bearing platform 2 is a circular steel plate, the bottom of the bearing platform 2 is provided with a clamping groove 6 with the cross section shape matched with that of the steel truss column 1, the top of the steel truss column 1 is clamped into the clamping groove 6 and fixed by bolts, and then the top of the steel truss column 1 is connected with the bearing platform 2.

The edge of the bearing platform 2 is provided with tensioning steel strand connecting holes 7 at intervals, two ends of the tensioning steel strand 3 are connected with connecting latches 8, the connecting latches 8 are connected with the tensioning steel strand connecting holes 7, and then one end of the tensioning steel strand 3 is connected with the bearing platform 2. Be equipped with the built-in fitting in the major structure 9, the both ends of tensioning steel strand wires 3 are connected with connection lock catch 8, and connection lock catch 8 is connected with the built-in fitting, and then will stretch the tensioning steel strand wires 3 and be connected with major structure 9.

The steel truss column 1 is formed by splicing a plurality of sections of tower crane standard sections, and the tower crane standard sections comprise vertical rods 11, cross rods 12, inclined rods 13 and corner reinforcing parts 14. The number of the vertical rods 11 is four, and the vertical rods 11 are arranged in a rectangular shape. Cross-bar 12 includes a top cross-bar 121 connected between the tops of adjacent vertical bars 11, a bottom cross-bar 122 connected between the bottoms of adjacent vertical bars 11, and a middle cross-bar 123 connected between the middle of adjacent vertical bars 11. Diagonal bars 13 are connected between adjacent bottom cross bar 122 and middle cross bar 123, and between adjacent middle cross bar 123 and top cross bar 121. The corner reinforcing members 14 are right angle steel, and are connected between the top of the vertical bars 11 and the outer side of the top cross bar 121 and between the bottom of the vertical bars 11 and the outer side of the bottom cross bar 122 in a wrapping manner. The outer side of the steel truss column 1 is also connected with an upper step ladder way and a lower step ladder way 10 for workers to go up and down the latticed construction soft platform.

The above embodiments are merely illustrative of the preferred embodiments of the present invention, and are not intended to limit the scope of the present invention, and various modifications and improvements made by those skilled in the art without departing from the spirit of the present invention should fall within the protection scope defined by the claims.

Claims (6)

1. The utility model provides a soft platform of latticed construction which characterized in that: including a steel truss post (1), cover establish a bearing platform (2) at steel truss post (1) top, connect a plurality of root tension steel strand wires (3) between bearing platform (2) and major structure (9) and lay construction platform (4) on tension steel strand wires (3), one of being close to bearing platform (2) on tension steel strand wires (3) is served and is all connected with stress induction and alarm device (5).

2. The soft grid-like construction platform of claim 1, wherein: the bearing platform (2) is a circular steel plate, the bottom of the bearing platform (2) is provided with a clamping groove (6) which is matched with the section of the steel truss column (1) in cross section shape, the top of the steel truss column (1) is clamped into the clamping groove (6) and fixed by bolts, and then the top of the steel truss column (1) is connected with the bearing platform (2).

3. The soft grid-like construction platform of claim 2, wherein: the edge of bearing platform (2) is spaced apart to be equipped with tension steel strand wires connecting hole (7), the both ends of tension steel strand wires (3) are connected with connect lock catch (8), connect lock catch (8) and tension steel strand wires connecting hole (7) and be connected, and then will tension the one end of steel strand wires (3) and be connected with bearing platform (2).

4. The soft grid-like construction platform of claim 1, wherein: the tensioning steel strand is characterized in that an embedded part is arranged in the main body structure (9), two ends of the tensioning steel strand (3) are connected with connecting lock catches (8), the connecting lock catches (8) are connected with the embedded part, and then the tensioning steel strand (3) is connected with the main body structure (9).

5. The latticed construction soft platform of any one of claims 1-4, wherein the steel truss column (1) is spliced by a plurality of tower crane standard sections, and the tower crane standard sections comprise:

the number of the vertical rods (11) is four, and the vertical rods (11) are arranged in a rectangular shape;

the cross rods (12) comprise top cross rods (121) connected between the tops of the adjacent vertical rods (11), bottom cross rods (122) connected between the bottoms of the adjacent vertical rods (11), and middle cross rods (123) connected between the middle parts of the adjacent vertical rods (11);

the inclined rods (13) are connected between the adjacent bottom cross rod (122) and the middle cross rod (123) and between the adjacent middle cross rod (123) and the top cross rod (121);

the corner reinforcing piece (14) is a right-angle steel and is connected between the top of the vertical rod (11) and the outer side of the top cross rod (121) in a wrapping mode and between the bottom of the vertical rod (11) and the outer side of the bottom cross rod (122) in a wrapping mode.

6. The soft grid-like construction platform of claim 5, wherein: the outer side of the steel truss column (1) is also connected with an upper step ladder way and a lower step ladder way (10).

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