CN217419932U - Lift roof beam arch ring structure that rises - Google Patents

Abstract

The utility model relates to a lift roof beam and rise hunch circle structure, this hunch circle structure sets up in the outside position of building bottom, including a plurality of first supporting element, a plurality of second supporting element, first structure floor, a plurality of spandrel girder, a plurality of roof beam and a plurality of hunch circle roof beam of turning over on. Wherein, a plurality of second supporting elements are vertically arranged at intervals at the outer side of the first supporting element; the first structural floor slab is erected on the tops of the plurality of second supporting elements and the plurality of second supporting elements; the bearing beams are fixed at the bottom of the inner side end of the first structural floor slab at intervals and erected at the top ends of the first supporting elements; a plurality of upturning beams are fixed at the top of the outer side end of the first structural floor slab; the arch ring beams are erected at the upper ends of two corresponding adjacent second supporting elements, and the tops of the arch ring beams extend in an upwards bent arc shape to the bottom of the first structural floor slab. The utility model discloses a lift the ascending arch ring structure of roof beam, increased the clear height of arch ring structure, improve the daylighting of building inner space, promote architectural modeling's aesthetic property.

Description

Lift roof beam arch ring structure that rises

Technical Field

The utility model relates to a building design field especially relates to a lift roof beam and rise arch ring structure.

Background

In modern buildings, the space is transitionally more natural mostly through arch doors, and the arch doors are particularly applied to scenic spots so as to make buildings in the scenic spots more beautiful.

The arch ring structure commonly used in the existing arch door is limited by a conventional frame structure system, the height is low, the span is small, and not only lighting of a building at the rear side of the arch door is influenced, but also the attractiveness of the building is influenced.

At present, no effective solution is provided aiming at the problems of lower height and smaller span of the arch ring structure in the related technology.

SUMMERY OF THE UTILITY MODEL

The utility model aims at not enough among the prior art, provide a lift the ascending arch ring structure of roof beam to solve the arch ring structure height that exists among the correlation technique lower, the less problem of span.

In order to achieve the purpose, the utility model adopts the technical proposal that:

a beam-lifting arch ring structure for placement at an outer lateral location on a floor of a building, comprising:

the first support elements are vertically arranged on the ground at intervals;

a plurality of second support elements which are vertically arranged along the length direction of the first support element at intervals outside the first support element;

a first structural floor slab erected atop the plurality of second support elements and the plurality of second support elements;

the bearing beams are fixed at the bottom of the inner side end of the first structural floor slab at intervals, and the bearing beams are erected at the top ends of the first supporting elements;

the upward turning beams are fixed at the top of the outer side end of the first structural floor slab, and a plurality of second supporting elements which are arranged at intervals are arranged along the bottom of the upward turning beams at the position of the first structural floor slab;

and the top of each arch ring beam extends in an upwardly bent arc shape to the bottom of the first structural floor slab.

Further, the lift beam ascending arch ring structure further comprises:

the third supporting elements are laid on the tops of the upturning beams;

a fourth support element disposed on top of the third support element.

Furthermore, the outer side walls of the upturned beam and the fourth supporting element are sequentially provided with a plurality of mortar plastering layers, a plurality of heat insulation layers and a plurality of finish layers from inside to outside.

Furthermore, a plurality of heat-insulating layers are covered on the corresponding mortar plastering layers; the plurality of facing layers are covered on the corresponding heat-insulating layers.

Furthermore, the mortar plastering layers and the finishing layers are sequentially arranged on the outer side walls of the first supporting element, the second supporting element and the third supporting element from inside to outside.

Furthermore, a plurality of the finish coat covers on the corresponding mortar plastering layer.

Further, the lift beam ascending arch ring structure further comprises:

the entrance ramp is positioned on the front side of the bottom of the first supporting element and is paved at the bottom of the second supporting element, and the gradient of the entrance ramp is 1% -3%.

Further, the lift beam ascending arch ring structure further comprises:

a curtain wall vertically fixed to the fourth support element along a length direction of the first support element;

the plurality of fifth supporting elements are vertically arranged above the corresponding first supporting elements and are connected with the first structural floor slab;

and the second structural floor slab is erected at the tops of the fifth supporting elements, and the outer side end of the second structural floor slab is correspondingly connected with the curtain wall.

Further, the lift beam ascending arch ring structure further comprises:

the steel plates are arranged between the curtain wall and the second structural floor at intervals, one end of each steel plate is connected with the second structural floor, and the other end of each steel plate is connected with the curtain wall;

the fire prevention strip, the fire prevention strip is fixed in a plurality of on the steel sheet, and be located the curtain with between the second structure floor.

Further, the lift beam ascending arch ring structure further comprises:

and the protective railing is vertically arranged at the top of the outer side end of the second structural floor slab and is positioned on the inner side of the curtain wall.

The utility model adopts the above technical scheme, compare with prior art, have following technological effect:

(1) the lifting beam ascending arch ring structure of the utility model has the advantages that the upturning beam is fixed at the upper end of the first structural floor slab, the structural clear height of the arch ring is increased, the span of the arch ring is further increased, the lighting of the inner space of the building is improved, and the aesthetic property of the building shape is improved;

(2) the lifting beam ascending arch ring structure of the utility model improves the aesthetic property and the simple shape of the building shape by arranging the curtain wall above the arch ring;

(3) the utility model discloses a lift roof beam and rise arch ring structure, the span of increase arch ring shows the atmosphere of arch ring, and the molding is exquisite, has good practicality and worth and popularization and application and worth.

Drawings

Fig. 1 is a schematic view (one) of a partial cross-section structure of a lifting beam ascending arch ring structure of the utility model;

fig. 2 is a partial front view (a) of a lifting beam ascending arch ring structure of the utility model;

fig. 3 is a schematic view (ii) of a partial cross-sectional structure of a lifting beam ascending arch ring structure of the present invention;

FIG. 4 is a schematic view of the structure of part A in FIG. 3;

fig. 5 is a schematic view (three) of a partial cross-section structure of a lifting beam ascending arch ring structure of the present invention;

FIG. 6 is a schematic view of the structure of the portion B in FIG. 5;

fig. 7 is a partial front view (ii) of the ascending arch ring structure of the lifting beam of the present invention.

Wherein the reference numerals are:

1. a first support element; 2. a second support element; 3. a first structural floor; 4. a spandrel girder; 5. turning up the beam; 6. an arch ring beam; 7. a third support element; 8. a fourth support element; 9. plastering a mortar layer; 10. a heat-insulating layer; 11. a finishing layer; 12. a home ramp; 13. curtain wall; 14. a fifth support element; 15. a second structural floor; 16. a steel plate; 17. a fire-resistant strip; 18. guard rails.

Detailed Description

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

It should be noted that, in the case of no conflict, the embodiments and features of the embodiments of the present invention may be combined with each other.

The present invention will be further described with reference to the accompanying drawings and specific embodiments, which are not intended to limit the present invention.

A beam-lifting arch ring structure is arranged at the outer side of the bottom layer of a building and comprises a plurality of first supporting elements 1, a plurality of second supporting elements 2, a first structural floor 3, a plurality of bearing beams 4, a plurality of upturned beams 5 and a plurality of arch ring beams 6, as shown in figures 1-2. A plurality of first supporting elements 1 are vertically arranged on the ground at intervals; a plurality of second supporting elements 2 are vertically arranged at intervals outside the first supporting element 1 along the length direction of the first supporting element 1; the first structural floor slab 3 is erected on the tops of the plurality of second supporting elements 2 and the plurality of second supporting elements 2; the bearing beams 4 are fixed at intervals at the bottom of the inner side end of the first structural floor slab 3, and the bearing beams 4 are erected at the top ends of the first support elements 1; the upturned beams 5 are fixed at the top of the outer side end of the first structural floor slab 3, and a plurality of second supporting elements 2 which are arranged at intervals are arranged along the bottom of the first structural floor slab 3; a plurality of arched girders 6 are erected on the upper ends of the corresponding two adjacent second supporting members 2, and the tops thereof extend in an upwardly curved arc shape to the bottom of the first structural floor slab 3.

Further, the first structural floor 3 is horizontally disposed.

In some of these embodiments, the top end of the first support element 1 is higher than the top ends of the several second support elements 2.

In some of these embodiments, the first support element 1 is a building wall.

In some of these embodiments, the second support element 2 is a support column.

The upturning beam 5 is arranged at the upper end of the first structural floor slab 3, the structural clear height of the arched ring beam 6 is increased, the span of the arched ring beam 6 is further increased, and the lighting of the internal space of the building is improved.

Further, in order to improve the aesthetic appearance above the arch ring beam 6, the lift beam uplift arch ring structure further comprises a third support element 7 and a fourth support element 8. The third supporting element 7 is laid on the tops of the upturning beams 5; the fourth support element 8 is arranged on top of the third support element 7.

In some of these embodiments, the fourth support element 8 is a trim beam.

In some embodiments, in order to improve the heat insulation performance and the aesthetic property of the raised arch ring structure of the lifting beam, as shown in fig. 3 to 4, a plurality of mortar plastering layers 9, a plurality of heat insulation layers 10 and a plurality of finishing layers 11 are sequentially arranged on the outer side walls of the upturned beam 5 and the fourth supporting element 8 from inside to outside.

The side walls of the upturned beam 5 and the fourth supporting element 8 exposed outside are covered with a plurality of mortar plastering layers 9, a plurality of heat preservation layers 10 are covered on the corresponding mortar plastering layers 9, and a plurality of finishing layers 11 are covered on the corresponding heat preservation layers 10.

Wherein, the insulation layer 10 includes but is not limited to phenolic insulation board, wall insulation slurry, polystyrene board.

Wherein, the finishing layer 11 includes but not limited to metal finishing layer, paint layer, sticker.

In some of the embodiments, in order to improve the aesthetic property of the elevated arch ring structure of the lifting beam, a plurality of mortar plastering layers 9 and a plurality of finishing layers 11 are further sequentially covered on the outer side walls of the first supporting element 1, the second supporting element 2 and the third supporting element 7 from inside to outside. .

The side walls of the first support element 1, the second support element 2 and the third support element 7 exposed outside are covered with mortar plastering layers 9, so that the building attractiveness is improved.

Further, a plurality of finishing layers 11 are covered on the corresponding mortar plastering layer 9. The plurality of finishing layers 11 are used for enhancing the attractiveness of the mortar plastering layer 9, protecting the mortar plastering layer 9 and preventing the mortar plastering layer 9 from falling off.

In some of these embodiments, the finishing layer 11 is a light gray paint with an elegant appearance.

In some embodiments, the building bottom layer is further provided with a landing ramp 12, the landing ramp 12 is positioned at the front side of the bottom of the first support element 1 and is laid at the bottom of the second support element 2, and the slope of the landing ramp 12 is 1% -3%.

Preferably, the home ramp 12 has a slope of 1% to 2%.

Wherein the rain water is discharged to the outside of the building by means of the inclined design of the top of the landing ramp 12, so that the inside of the building is in a dry or medium-wet state.

In some of these embodiments, the elevated beam hog ring structure is applied to the ground floor of several building storeys, as shown in fig. 5-7, and further comprises a curtain wall 13, several fifth support elements 14 and a second structural floor 15. The curtain wall 13 is vertically fixed to the fourth support element 8 along the length of the first support element 1; the fifth supporting elements 14 are vertically arranged above the corresponding first supporting elements 1 and are connected with the first structural floor slab 3; the second structural floor 15 is erected on the tops of the fifth support elements 14, and the outer side end of the second structural floor is correspondingly connected with the curtain wall 13.

In particular, the projection of the fifth support element 14 coincides with the projection position of the first support element 1.

The curtain wall 13 includes, but is not limited to, a glass curtain wall, a stone curtain wall, and a metal curtain wall.

Preferably, the curtain wall 13 is a glass curtain wall with an exposed frame, so that the weight is light, the design is flexible, systematic construction is realized, and the construction period is effectively shortened.

Further, in order to fix the curtain wall 13 and the fifth supporting elements 14, the beam-raising arch ring structure further includes a plurality of steel plates 16, the steel plates 16 are arranged between the curtain wall 13 and the second structural floor 15 at intervals, one end of each steel plate 16 is connected with the second structural floor 15, and the other end of each steel plate is connected with the curtain wall 13.

In some of these embodiments, the steel sheet 16 is a thick galvanized steel sheet.

Further, in order to improve the fire safety performance of the steel plates 16, the steel plate curtain wall further comprises a plurality of fire-proof strips 17, wherein the fire-proof strips 17 are fixed on the steel plates 16 and are positioned between the curtain wall 13 and the second structural floor 15.

In some of these embodiments, the fire protection strips 17 are fire resistant rock wool panels.

In some of the embodiments, in order to avoid mistakenly touching the curtain wall 13, a guard rail 18 is further included, and the guard rail 18 is vertically disposed on top of the outer end of the second structural floor 15 and is located on the inner side of the curtain wall 13.

Wherein the guard rail 18 may be a window guard rail.

The utility model discloses a lift ascending arch ring structure of roof beam is fixed in the upper end of corresponding first structure floor 3 through turning over roof beam 5 on a plurality of, compare in the traditional arch ring structure that is fixed in the lower extreme that corresponds first structure floor 3 with turning over roof beam 5 on a plurality of, has added the clear height of arch ring structure to increased the span of arch ring roof beam 6, improved the inner space daylighting, guaranteed pleasing to the eye of building.

The utility model discloses a lift the ascending arch ring structure of roof beam far away, under the condition that sets up in the bottom of a plurality of building floors, the arch ring structure sets up in the bottom of a plurality of building floors, and the top of arch ring roof beam 6 is provided with curtain 13 to improve pleasing to the eye, the molding of building succinct.

For example, in the case where the building floors are three floors, an arch ring structure is provided on one building floor, a curtain wall 13 is provided above the arch ring beam 6, and the curtain wall 13 covers the second building floor and the third building floor.

The above description is only an example of the preferred embodiment of the present invention, and not intended to limit the scope of the present invention, and those skilled in the art should be able to realize the equivalent alternatives and obvious variations of the present invention.

Claims (10)

1. A beam-lifting arch ring structure disposed at an outer side of a floor of a building, comprising:

the device comprises a plurality of first supporting elements (1), wherein the first supporting elements (1) are vertically arranged on the ground at intervals;

a plurality of second supporting elements (2), wherein the plurality of second supporting elements (2) are vertically arranged on the outer side of the first supporting element (1) at intervals along the length direction of the first supporting element (1);

the first structural floor (3) is erected on the tops of the second support elements (2) and the second support elements (2);

the bearing beams (4) are fixed at the bottom of the inner side end of the first structural floor slab (3) at intervals, and the bearing beams (4) are erected at the top ends of the first supporting elements (1);

the upward turning beams (5) are fixed at the top of the outer side end of the first structural floor slab (3), and a plurality of second supporting elements (2) which are arranged at intervals are arranged along the bottom of the first structural floor slab (3);

the plurality of arch ring beams (6) are erected at the upper ends of the corresponding two adjacent second supporting elements (2), and the tops of the arch ring beams (6) extend in an upward-bent arc shape to the bottom of the first structural floor slab (3).

2. The lift beam ascending arch ring structure of claim 1, further comprising:

the third supporting elements (7) are paved at the tops of the plurality of upturning beams (5);

a fourth support element (8), said fourth support element (8) being arranged on top of said third support element (7).

3. The elevated beam and ascending arch ring structure according to claim 2, wherein the outer side walls of the upturned beam (5) and the fourth supporting member (8) are provided with a plurality of mortar plastering layers (9), a plurality of insulating layers (10) and a plurality of finishing layers (11) in sequence from inside to outside.

4. The elevated beam arch ring structure of claim 3, wherein a plurality of said insulating layers (10) are coated on the corresponding mortar plastering layers (9); the plurality of decorative surface layers (11) are covered on the corresponding heat-insulating layers (10).

5. The elevated beam arch ring structure of claim 3, wherein the mortar plastering layers (9) and the finishing layers (11) are further sequentially covered on the outer side walls of the first supporting element (1), the second supporting element (2) and the third supporting element (7) from inside to outside.

6. The elevated beam arch ring structure according to claim 5, wherein a plurality of said finishing layers (11) are overlaid on the corresponding mortar plastered layer (9).

7. The lift beam ascending arch ring structure of claim 1, further comprising:

the entrance ramp (12), the entrance ramp (12) is located at the front side of the bottom of the first supporting element (1) and is paved at the bottom of the second supporting element (2), and the gradient of the entrance ramp (12) is 1% -3%.

8. The lift beam ascending arch ring structure of claim 2, further comprising:

-a curtain wall (13), the curtain wall (13) being vertically fixed to the fourth support element (8) along the length of the first support element (1);

a plurality of fifth support elements (14), the plurality of fifth support elements (14) being vertically disposed above the corresponding first support elements (1) and being connected to the first structural floor (3);

and the second structural floor (15) is erected at the tops of the fifth supporting elements (14), and the outer side end of the second structural floor (15) is correspondingly connected with the curtain wall (13).

9. The lift beam uplift arch ring structure as recited in claim 8, further comprising:

the steel plates (16) are arranged between the curtain wall (13) and the second structural floor slab (15) at intervals, one end of each steel plate (16) is connected with the second structural floor slab (15), and the other end of each steel plate (16) is connected with the curtain wall (13);

fire prevention strip (17), fire prevention strip (17) are fixed in a plurality of on steel sheet (16), and be located curtain (13) with between second structure floor (15).

10. The lift beam ascending arch ring structure of claim 9, further comprising:

and the protective railing (18) is vertically arranged at the top of the outer side end of the second structural floor slab (15) and is positioned at the inner side of the curtain wall (13).

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