CN212866818U - Template supports protection integral type structure during high altitude construction - Google Patents

Abstract

The utility model discloses a template supporting and protecting integrated structure during high-altitude operation, which comprises a protecting structure and a supporting structure, wherein the supporting structure is arranged outside a building, the protecting structure is arranged on the supporting structure, and the upper part of the protecting structure extends out of a building roof; the supporting structure comprises aluminum templates and beam templates, the aluminum templates are connected to the outer side of the building through back ridges, and the beam templates are detachably connected between the two aluminum templates; protective structure includes skeleton, protection network and guard plate, the skeleton bilateral symmetry sets up two, establishes respectively on two aluminium template, protection network and guard plate are established on skeleton upper portion, all are located the building roofing top, the guard plate is located the below of protection network. Fix protective structure on the aluminium mould as bearing structure to together promote along with the aluminium mould, protect the construction operation, provide safe operation environment, carry out every layer of setting up and demolish to the steel pipe fastener when having avoided the construction and cause the later stage seepage.

Description

Template supports protection integral type structure during high altitude construction

Technical Field

The utility model relates to a construction technical field, concretely relates to template supports protection integral type structure during high altitude construction.

Background

When high-altitude operation is carried out at present, the steel pipe fastener is generally erected manually, the edge protection is common, and the steel pipe fastener has the advantages of simplicity, convenience and common understanding, but the lower part of a steel pipe needs to be welded on longitudinal steel bars of a shear wall during erection construction of the steel pipe fastener, the steel pipe is poured into the shear wall structure together during concrete pouring, and each layer of the steel pipe needs to be cut off during dismantling; if the side protection is demolishd in advance when concreting, when the workman is under the no safety protection state and is under construction, the operation is inconvenient and there is great eminence risk of falling. The utility model provides a template supports protection integral type structure and overcomes above-mentioned defect during high altitude construction.

SUMMERY OF THE UTILITY MODEL

The utility model provides a template supports protection integral type structure during high altitude construction, along with the protection of personnel when the aluminum mould board together promotes and is used for high altitude construction operation, have the convenient and high characteristics of protection security of use.

The utility model provides a technical scheme that above-mentioned technical problem adopted is:

a template supporting and protecting integrated structure during aloft work comprises a protecting structure and a supporting structure, wherein the supporting structure is arranged on the outer side of a building, the protecting structure is arranged on the supporting structure, and the upper part of the protecting structure extends out of a building roof;

the supporting structure comprises two aluminum templates and a beam template, the two aluminum templates are connected to the outer side of the building through back edges, and the beam template is detachably connected to the upper part of the aluminum templates and is positioned between the two aluminum templates;

protective structure includes skeleton, protection network and guard plate, the skeleton bilateral symmetry sets up two, establishes respectively on two aluminium template, protection network and guard plate are established on skeleton upper portion, all are located the building roofing top, the guard plate is located the below of protection network.

Further, the skeleton includes horizontal pole and montant, montant sub-unit connection is on the back of the body is stupefied, and the building roofing stretches out on upper portion, the upper portion at the montant is connected to the horizontal pole.

Furthermore, the guard plate transversely sets up three, controls two guard plate fixed connection on the skeleton of left and right sides, and the inner of connecting two guard plates about can being dismantled at the both ends of the guard plate at middle part.

Further, the top surfaces of the aluminum template and the beam template are flush with each other and are flush with the building roof.

Furthermore, the beam template and the protection plate positioned in the middle are arranged up and down correspondingly.

Furthermore, the protection net can be dismantled and connect on two skeletons of left and right sides, and the inner of two skeletons is provided with the clearance.

Preferably, the cross rod and the vertical rod are connected into a framework in a welding mode, and the framework is connected to the back edge of the aluminum template in a welding mode.

Preferably, the cross rods and the vertical rods are flat tubes, and the protection plates are made of iron sheets.

Preferably, the protection plate in the middle is connected with the left protection plate and the right protection plate through hinges.

The utility model discloses beneficial effect as follows:

the protective structure is fixed on an aluminum mould serving as a supporting structure and lifted together with an aluminum template, so that construction operation is protected, a safe operation environment is provided, and later-stage leakage caused by erection and removal of each layer of the steel pipe fastener during construction is avoided; the utility model discloses simple structure connects stably, effectively saves the input of construction manpower, reduces the operation degree of difficulty, promotes the efficiency of construction.

Drawings

Fig. 1 is a schematic view of the overall structure of the present invention;

fig. 2 is a schematic view of the protection structure of the present invention;

fig. 3 is a schematic view of the supporting structure of the present invention.

Reference numerals: 1-protective structure, 11-framework, 111-cross bar, 112-vertical bar, 12-protective net, 13-protective plate, 2-supporting structure, 21-aluminum template, 211-back edge and 22-beam template.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings, and obviously, the described embodiments are only some embodiments, not all embodiments, of the present invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

In the description of this patent, it is to be understood that the terms "center," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in the orientations and positional relationships indicated in the drawings for the convenience of describing the patent and for the simplicity of description, and are not intended to indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and are not to be considered limiting of the patent.

As shown in fig. 1 and 2, the formwork supporting and protecting integrated structure for high-altitude operation comprises a protecting structure 1 and a supporting structure 2, wherein the supporting structure 2 is arranged on the outer side of a building, the protecting structure 1 is arranged on the supporting structure 2, and the upper part of the protecting structure extends out of a building roof;

as shown in fig. 3, the supporting structure 2 includes two aluminum formworks 21 and two beam formworks 22, the two aluminum formworks 21 are connected to the outside of the building through back ridges 211, and the beam formworks 22 are detachably connected to the upper portions of the aluminum formworks 21 and located between the two aluminum formworks 21;

as shown in fig. 2, the protective structure 1 includes a framework 11, a protective net 12 and two protective plates 13, the framework 11 is provided with two bilateral symmetry plates, which are respectively arranged on two aluminum templates 21, the protective net 12 and the protective plates 13 are arranged on the upper portion of the framework 11 and are both located above the building roof, and the protective plates 13 are located below the protective net 12. Divide into two monolithic about protective structure 1, connect respectively on two aluminum mould boards 21, can promote together along with the promotion of aluminum mould board, the gap is reserved at the middle part, neither influences monolithic protective structure 1's dislocation promotion, also does not influence safeguard function.

The utility model is used for expansion joint department adopts aluminum alloy template technology to carry out the limit protection that faces when the staggered floor is under construction, also is applicable to the tradition scaffold frame of encorbelmenting and in time sets up the construction protection to the operation face when protecting the above-mentioned operation face, and application range is wide, and the security is high. And the construction operation and the edge protection are put into use at the same time, so that the labor intensity can be effectively reduced.

As shown in fig. 2, further, the framework 11 includes a cross bar 111 and a vertical bar 112, the lower portion of the vertical bar 112 is connected to the back edge 211, the upper portion of the vertical bar 112 extends out of the building roof, and the cross bar 111 is connected to the upper portion of the vertical bar 112.

As shown in fig. 2, furthermore, the protection plates 13 are transversely provided with three pieces, the left protection plate 13 and the right protection plate 13 are fixedly connected to the frameworks 11 at the left side and the right side, and two ends of the protection plate 13 at the middle part are detachably connected to the inner ends of the left protection plate 13 and the right protection plate 13. The protection plate 13 in the middle is connected and fixed when in protection use and is detached when in lifting operation. The detachable middle protection plate 13 not only ensures the protection function, but also can lift the staggered layer of the aluminum template to yield.

Further, the top surfaces of the aluminum formwork 21 and the beam formwork 22 are flush with each other and flush with the building roof. The beam formwork 22 is fixed during casting and removed during lifting.

Further, the beam template 22 and the protection plate 13 located in the middle are arranged up and down correspondingly. The guard plate 13 at beam template 22 and middle part corresponds the setting and all can dismantle the connection, promotes step by step for the aluminum mould board and provides the simple operation nature.

Further, the protection net 12 is detachably connected to the left and right frameworks 11, and a gap is formed at the inner ends of the two frameworks 11. Preferably, the protection net 12 is a dense mesh protection net.

Preferably, the cross bar 111 and the vertical bar 112 are welded to form a framework 11, and the framework 11 is welded to the back edge 211 of the aluminum template 21.

Preferably, the cross rod 111 and the vertical rod 112 are flat and through, and the protection plate 13 is made of iron sheet. Effectively reduce the dead weight of structure, avoid causing the influence to the structure of aluminum mould board.

Preferably, the middle protection plate 13 is connected with the left protection plate 13 and the right protection plate 13 through hinges by adopting bolt connection.

Preferably, the back edge of the aluminum formwork 21 is provided with a hoisting structure, and the hoisting structure comprises a hoisting rod and a hoisting ring. The hoisting rod and the hoisting ring are round steel and are welded on the back edge for hoisting the aluminum template in place.

The utility model discloses a construction method as follows:

firstly, prefabricating a protective structure, welding and connecting a cross rod 111 and a vertical rod 112 to form a framework 11, fixing protective plates 13 on two sides on the framework 11 to form a single protective structure 1, reinforcing an aluminum template 21 by increasing the density of hook head bolts, and then correspondingly welding the single protective structure 1 on a back edge 211 of the aluminum template 21 to complete preassembly; during construction, the left aluminum template 21 and the right aluminum template 21 are lifted in place, then the beam template 22 is connected between the two aluminum templates 21, the protection plate 13 in the middle is installed in place, then the protection net 12 is arranged to complete installation, and then construction work is carried out; after the construction is completed, the protection plate 13 and the beam formwork 22 in the middle are detached, then the two aluminum formworks 21 are respectively lifted to the specified height, and the installation construction is carried out according to the operation.

It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein, and any reference signs in the claims are not intended to be construed as limiting the claim concerned.

Claims (9)

1. A template supporting and protecting integrated structure in high-altitude operation is characterized by comprising a protecting structure (1) and a supporting structure (2), wherein the supporting structure (2) is arranged on the outer side of a building, the protecting structure (1) is arranged on the supporting structure (2), and the upper part of the protecting structure extends out of a building roof;

the supporting structure (2) comprises two aluminum templates (21) and two beam templates (22), the two aluminum templates (21) are connected to the outer side of the building through back ridges (211), and the beam templates (22) are detachably connected to the upper parts of the aluminum templates (21) and located between the two aluminum templates (21);

protective structure (1) includes skeleton (11), protection network (12) and guard plate (13), skeleton (11) bilateral symmetry sets up two, establishes respectively on two aluminium template (21), protection network (12) and guard plate (13) are established on skeleton (11) upper portion, all are located the building roofing top, guard plate (13) are located the below of protection network (12).

2. The integrated structure for supporting and protecting the formwork during the high altitude operation as claimed in claim 1, wherein: skeleton (11) are including horizontal pole (111) and montant (112), montant (112) lower part is connected on back of the body stupefied (211), and the building roofing is stretched out on upper portion, the upper portion at montant (112) is connected in horizontal pole (111).

3. The integrated structure for supporting and protecting the formwork during the high altitude operation as claimed in claim 1, wherein: the protection plate (13) transversely sets up three, controls two protection plate (13) fixed connection on skeleton (11) of the left and right sides, and the connection can be dismantled at the inner of controlling two protection plate (13) in the both ends of the protection plate (13) in middle part.

4. The integrated structure for supporting and protecting the formwork during the high altitude operation as claimed in claim 3, wherein: the top surfaces of the aluminum template (21) and the beam template (22) are flush with each other and are flush with the building roof.

5. The integrated structure for supporting and protecting the formwork during the high altitude operation as claimed in claim 4, wherein: the beam template (22) and the protection plate (13) positioned in the middle are arranged up and down correspondingly.

6. The integrated structure for supporting and protecting the formwork during the high altitude operation as claimed in claim 1, wherein: the protective net (12) is detachably connected to the left framework and the right framework (11), and a gap is formed at the inner ends of the two frameworks (11).

7. The integrated structure for supporting and protecting the formwork during the high-altitude operation as claimed in claim 2, wherein: horizontal pole (111) and montant (112) welded connection become skeleton (11), skeleton (11) welded connection is on aluminium template (21) back of the body is stupefied (211).

8. The integrated structure for supporting and protecting the formwork during the high-altitude operation as claimed in claim 2, wherein: the transverse rod (111) and the vertical rod (112) are flat and communicated, and the protection plate (13) is made of iron sheet.

9. The integrated structure for supporting and protecting the formwork during the high altitude operation as claimed in claim 3, wherein: the protection plate (13) in the middle is connected with the left protection plate and the right protection plate (13) through hinges.

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