CN217175625U - Construction operation platform for large-span daylighting roof - Google Patents

Abstract

The utility model discloses a construction operation platform for large-span daylighting top, including the wire rope net, bearing board and full operation frame, the wire rope net is drawn and is established in daylighting top below, and its all sides wire rope end runs through the anti eaves of daylighting top structure and is fixed through rope clip locking, and its top has been laid the bearing board, and has been set up full operation frame above the bearing board, and full operation frame forms through a plurality of group's door-type scaffold assembly, and every group's door-type scaffold all sets up on the bearing board through the leveling landing leg of its bottom is vertical to be put up. The utility model discloses a draw between the anti eaves of daylighting top structure and establish wire rope net formation flexible supporting platform to set up for gate-type scaffold through the bearing board in wire rope net top provides sufficient rigidity support, reduced setting up of scaffold operation platform height, simultaneously, guaranteed gate-type scaffold's vertical state through the leveling landing leg that sets up bottom gate-type scaffold, further guaranteed constructor's safety, reached the purpose of cost reduction and efficiency improvement.

Description

Construction operation platform for large-span daylighting roof

Technical Field

The utility model relates to a construction technical field, concretely relates to a construction operation platform for large-span daylighting top.

Background

Along with the continuous development of modern building trade, some superstores are provided with the daylighting top of gallery type on the roofing for the needs of daylighting, and the height of daylighting top roofing is higher and higher, and the span is bigger and bigger, and the daylighting top is mostly smooth curved surface molding, because daylighting top department is choosing the sky and is very high apart from one deck ground height, therefore does not have suitable operation face to develop construction processes such as installation of daylighting top glass panels. The scaffold is built in the mode of adopting at present, but because the height is great, the building of scaffold is more difficult, and builds speed comparatively slowly, and the capital cost that needs to drop into is great, has certain danger in the use moreover, and the dismantlement in later stage also consumes the manpower comparatively.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a construction operation platform for large-span daylighting top to solve in the background art technical problem.

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

the utility model provides a construction operation platform for large-span daylighting top, includes wire rope net, bearing board and full hall handling frame, the wire rope net is drawn and is established in the daylighting top below, and its all sides wire rope end runs through the anti eaves of daylighting top structure and is fixed through rope clip locking, and its top is full to be spread has the bearing board, and has been set up full hall handling frame above the bearing board, full hall handling frame forms through a plurality of groups door-type scaffold assembly, and every group door-type scaffold all sets up on the bearing board through the leveling landing leg of its bottom is vertical to be set up.

Preferably, in order to improve the rigidity of the flexible platform of the steel wire rope net and reduce the difficulty of laying a bearing plate above the flexible platform and erecting a full operation frame, steel bar net pieces are fully laid between the steel wire rope net and the bearing plate, and the steel bar net pieces and the steel wire rope net are bound and fixed.

Preferably, the gate-type scaffold is assembled by a plurality of vertical pole settings, transverse connecting rod and slant vaulting pole and is formed, and its vertical pole setting top both ends are provided with inserted bar and the jack of mutually supporting respectively so that rationally select the concatenation quantity of vertical pole setting according to the construction height, and its the fixed landing slab that has laid in the transverse connecting rod top of the superiors.

Preferably, the leveling landing leg includes the landing leg pole setting at middle part, both ends are provided with splint and screw hole respectively around the landing leg pole setting, splint set up in pairs, every to all set up with vertical pole setting size assorted centre gripping groove at splint middle part, and wear to be equipped with the fastening bolt with two splint locks between two splint of centre gripping groove front end, the vertical setting of lining up of screw hole, adjusting screw is worn to be equipped with by its internal thread, the vertical setting of adjusting screw, its top is provided with twists and moves the handle, and its bottom mounting is provided with the support sole, and adjusting screw can correspond its length of stretching down of adjustment in order to guarantee that portal scaffolding keeps vertical state throughout according to the tenesmus height of wire rope net.

Preferably, the supporting foot plate bottom is fixed with the supporting pad of foam-rubber cushion material, and the supporting pad can take place to correspond along with the different inclination of bearing board and warp in order to guarantee that the supporting foot plate can paste tight bearing board all the time.

Preferably, in order to guarantee the clamping effect and prevent the vertical upright stanchion and the leveling support leg from sliding relatively, the clamping plates are provided with an upper pair and a lower pair, and the two pairs of clamping plates are respectively fixed at the two ends of the top and the bottom of the upright stanchion of the support leg.

Preferably, in order to ensure the clamping effect and prevent the vertical upright stanchion and the leveling supporting leg from sliding relatively, the inner side of the clamping groove is adhered with a non-slip mat made of rubber.

Preferably, the supporting plate is formed by splicing a plurality of thick and old templates, and adjacent thick and old templates are fixedly connected with each other.

Compared with the prior art, the beneficial effects of the utility model are that: the utility model discloses a draw between the anti eaves of daylighting roof structure and establish wire rope net formation flexible supporting platform, and provide sufficient rigidity support for setting up of gate-type scaffold through reinforcing bar net piece and bearing board in wire rope net top, greatly reduced set up height of scaffold operation platform, and simultaneously, the vertical state of gate-type scaffold has been guaranteed through the leveling landing leg that sets up bottom the gate-type scaffold, constructor's safety has further been guaranteed, construction speed has both been improved, construction quality has been guaranteed again, the construction degree of difficulty and construction cost are reduced, the purpose of reducing cost and improving efficiency has been reached.

Drawings

The above and/or other aspects and advantages of the present invention will become more apparent and more readily appreciated from the detailed description taken in conjunction with the following drawings, which are given by way of illustration only and not by way of limitation, wherein:

fig. 1 is a schematic sectional structure of the present invention;

FIG. 2 is a top view of the wire rope net of the present invention;

fig. 3 is a schematic structural view of the door type scaffold of the present invention;

fig. 4 is a top view of the leveling leg of the present invention.

Reference numerals: the device comprises 1-steel wire rope net, 2-rope clamp, 3-daylighting roof structure reflection eave, 4-steel bar net piece, 5-supporting plate, 6-door type scaffold, 61-vertical upright rod, 62-transverse connecting rod, 63-diagonal brace rod, 64-platform plate, 65-inserted rod, 66-insertion hole, 7-leveling support leg, 71-support leg upright rod, 72-clamping plate, 73-clamping groove, 74-non-slip mat, 75-fastening bolt, 76-threaded hole, 77-adjusting screw rod, 78-supporting foot plate, 79-supporting pad and 710-screwing handle.

Detailed Description

Hereinafter, an embodiment of a construction operation platform for a large-span daylighting roof of the present invention will be described with reference to the accompanying drawings. 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 "top", "bottom", "upper", "lower", "inner", "outer", "vertical", "horizontal", "oblique", 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 simplicity of description, but do not indicate or imply that the device or element being referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.

The drawings in the present specification are schematic views to assist in explaining the concept of the present invention, and schematically show the shapes of the respective portions and the mutual relationships thereof. It should be noted that for the sake of clarity in showing the structures of the various components of the embodiments of the present invention, the drawings are not drawn to the same scale. Like reference numerals are used to denote like parts.

The principles and features of the present invention are described below in conjunction with the following drawings, the illustrated embodiments are provided to explain the present invention and not to limit the scope of the invention. The preferred embodiments of the present invention will be described in further detail below with reference to fig. 1-4:

as shown in fig. 1-2, the utility model discloses an optimal construction operation platform for large-span daylighting top, including wire rope net 1, supporting plate 5 and full hall handling frame, wire rope net 1 draws and establishes in the daylighting top below, and its week side wire rope end runs through the anti-eaves 3 of daylighting top structure and locks fixedly through rope clip 2, and it is full of in proper order to have laid reinforcing bar net piece 4 and supporting plate 5 above it, and has built full hall handling frame above supporting plate 5, reinforcing bar net piece 4 is fixed with wire rope net 1 ligature, supporting plate 5 adopts a plurality of thick old templates to assemble and form, and fixes continuously between the adjacent thick old template;

as shown in fig. 1 and 3, the full-hall operating frame is assembled by a plurality of groups of door-type scaffolds 6, each group of door-type scaffolds 6 is vertically erected on the bearing plate 5 through leveling support legs 7 arranged at the bottom of each group of door-type scaffolds 6, each door-type scaffold 6 is assembled by a plurality of vertical upright posts 61, transverse connecting rods 62 and oblique support rods 63, and two ends of the top end of each vertical upright post 61 are respectively provided with an inserting rod 65 and an inserting hole 66 which are matched with each other so as to be convenient for vertical expansion and increase the erection height of the door-type scaffold 6, and in order to facilitate the construction of constructors, a platform plate 64 is fixedly laid at the top end of the transverse connecting rod 62 at the uppermost layer of the door-type scaffold 6;

as shown in fig. 3-4, the leveling leg 7 includes a leg vertical rod 71 at the middle part, a clamping plate 72 and a threaded hole 76 are respectively disposed at the front end and the rear end of the leg vertical rod 71, the clamping plate 72 is pairwise disposed and two pairs of clamping plates are disposed at the upper end and the lower end of the leg vertical rod 71, a clamping groove 73 matched with the vertical rod 61 in size is disposed at the middle part of each pair of clamping plates 72, a non-slip pad 74 made of rubber is attached to the inner side of the clamping groove 73, a fastening bolt 75 for locking the two clamping plates 72 is arranged between the two clamping plates 72 at the front end of the clamping groove 73 in a penetrating manner, the threaded hole 76 is vertically arranged in a penetrating manner, an adjusting screw 77 is arranged in a penetrating manner in the internal thread thereof, the adjusting screw 77 is vertically arranged, a screwing handle 710 is disposed at the top end of the adjusting screw, a supporting foot plate 78 is disposed at the bottom of the supporting foot plate 78, a supporting pad 79 made of sponge pad is fixed at the bottom of the supporting foot 78, and the supporting plate 79 is arranged to ensure that the supporting plate 78 is always attached to the top surface of the supporting plate 5 inclined due to the falling of the steel wire rope 1 The above.

During the specific use, at first draw and establish wire rope net 1, ligature reinforcing bar net piece 4 and full laying bearing plate 5, then set up door-type scaffold 6 and assemble into whole on bearing plate 5, the assembly in-process is in vertical state all the time according to the highly progressively adjusting screw 77's of the tenesmus of wire rope net 1 length of stretching down of wire rope net 1.

The above description is only for the preferred embodiment of the present invention, and is not intended to limit the present invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included within the protection scope of the present invention.

Claims (8)

1. The utility model provides a construction operation platform for large-span daylighting top which characterized in that: including wire rope net (1), supporting plate (5) and full operation frame, wire rope net (1) is drawn and is established in daylighting top below, and its week side wire rope end runs through the anti-eaves (3) of daylighting top structure and is fixed through rope clip (2) locking, and its top has been laid supporting plate (5) fully, and supporting plate (5) top has been set up full operation frame, full operation frame forms through a plurality of group's door-type scaffold (6) spelling, and leveling landing leg (7) that every group door-type scaffold (6) all set up through its bottom are vertical to be set up on supporting plate (5).

2. A construction operating platform for a large span daylighting roof according to claim 1, characterized in that: and a steel bar net piece (4) is fully paved between the steel wire rope net (1) and the bearing plate (5), and the steel bar net piece (4) is bound and fixed with the steel wire rope net (1).

3. A construction operating platform for a large span daylighting roof according to claim 1, characterized in that: the gate-type scaffold (6) is assembled by a plurality of vertical pole setting (61), horizontal connecting rod (62) and slant vaulting pole (63) and forms, and its vertical pole setting (61) top both ends are provided with inserted bar (65) and jack (66) that match each other respectively, and fixed the laying deck board (64) in its the horizontal connecting rod (62) top of the superiors.

4. A construction operating platform for a large span daylighting roof according to claim 3, characterized in that: leveling landing leg (7) are including landing leg pole setting (71) at middle part, both ends are provided with splint (72) and screw hole (76) respectively around landing leg pole setting (71), splint (72) set up in pairs, every splint (72) middle part all seted up with vertical pole setting (61) size assorted centre gripping groove (73), and wear to be equipped with fastening bolt (75) with two splint (72) locking between two splint (72) of centre gripping groove (73) front end, the vertical setting of lining up of screw hole (76), its internal thread is worn to be equipped with adjusting screw (77), the vertical setting of adjusting screw (77), its top is provided with twists and moves handle (710), and its bottom mounting is provided with support sole (78).

5. A construction operating platform for a large-span daylighting roof according to claim 4, characterized in that: and a supporting pad (79) made of spongy cushion material is fixed at the bottom of the supporting foot plate (78).

6. A construction operating platform for a large-span daylighting roof according to claim 4, characterized in that: the clamping plates (72) are provided with an upper pair and a lower pair, and the two pairs of clamping plates (72) are respectively fixed at the two ends of the top and the bottom of the supporting leg vertical rod (71).

7. A construction operating platform for a large-span daylighting roof according to claim 4, characterized in that: and the inner side of the clamping groove (73) is adhered with a rubber non-slip pad (74).

8. A construction operating platform for a large span daylighting roof according to claim 1, characterized in that: the bearing plate (5) is formed by splicing a plurality of thick and old templates, and adjacent thick and old templates are fixedly connected.

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