CN219909641U - Butterfly tile hanging and lying combined system for sloping roof - Google Patents

Abstract

The utility model provides a butterfly tile hanging and lying combination system of a sloping roof, which is arranged on a structural plate of the sloping roof and comprises: the hanging net is fixed relative to the structural plate; butterfly tiles are bound and fixed on the hanging net; and the mortar is positioned below the butterfly tile, and the hanging net is buried in the mortar. Compared with the traditional mortar tile-laying construction method, the method adopting the combination of copper wire tile-hanging and mortar bonding has the advantages of better integrity of connection with roof structures, stronger wind disturbance resistance and falling resistance, excellent construction quality and good finished product effect. The method is implemented in the construction of large-wind environment and large-angle sloping roof tiles, and the effect is more obvious.

Description

Butterfly tile hanging and lying combined system for sloping roof

Technical Field

The utility model belongs to the technical field of sloping roof tile sticking, and particularly relates to a sloping roof butterfly tile hanging and lying combination system.

Background

Along with the development of economy and society, building structure forms are more and more colorful, and sloping roof structures and tile decorations are more and more applied in engineering construction. The roof tile construction usually adopts two modes of dry tile hanging and mortar tile lying, and the traditional mortar tile lying construction method has the defects of easy sliding and poor earthquake resistance because the traditional mortar tile lying construction method is fastened only by the adhesive force of cement mortar in the roof tile construction. The dry tile hanging construction has the defects of high construction cost, high corrosion resistance difficulty of the anchoring piece in a humid environment and easy tile breakage.

Accordingly, there is a need to provide an improved solution to the above-mentioned deficiencies of the prior art.

Disclosure of Invention

The utility model aims to provide a butterfly tile hanging and lying combination system for sloping roofs, which at least solves the problems in the prior art.

In order to achieve the above object, the present utility model provides the following technical solutions:

the butterfly tile hanging and lying combination system of the sloping roof is arranged on a structural plate of the sloping roof and comprises:

the hanging net is fixed relative to the structural plate;

butterfly tiles are bound and fixed on the hanging net;

and the mortar is positioned below the butterfly tile, and the hanging net is buried in the mortar.

In the sloping roof butterfly tile hanging and lying combination system, preferably, the structure plate is provided with the embedded ribs, one ends of the embedded ribs are fixed in the structure plate, and the other ends of the embedded ribs are fixedly connected with the hanging net.

As for the sloping roof butterfly tile hanging and lying combination system, preferably, the embedded bars are L-shaped bars, one end of each L-shaped bar with a corner is arranged in the structural plate, and the other end of each L-shaped bar extends out of the structural plate to be connected with the hanging net.

In the sloping roof butterfly tile hanging and lying combination system, preferably, the butterfly tile is provided with a connecting hole, and the butterfly tile is bound on the hanging net through a connecting wire.

The butterfly tile hanging and lying combination system of the sloping roof is characterized in that a leveling layer is arranged above the structural plate, and the leveling layer is used for enabling the sloping roof to be flatter.

In the sloping roof butterfly tile hanging and lying combination system, preferably, a waterproof layer is arranged on the leveling layer, and the waterproof layer is used for waterproof of the sloping roof;

the waterproof layer is provided with at least two layers, each layer of waterproof layer is formed by a plurality of waterproof coiled materials, and adjacent waterproof coiled materials are mutually overlapped to form a lap joint; the lap joints in the adjacent waterproof layers are staggered.

In the sloping roof butterfly tile hanging and lying combination system, preferably, the waterproof layer is provided with the avoiding holes, and the avoiding holes are used for the pre-buried bars to pass through;

and sealing paste is arranged in the avoidance holes for sealing.

According to the sloping roof butterfly tile hanging and lying combination system, preferably, the waterproof layer is provided with the heat preservation layer, the heat preservation layer is provided with the through holes corresponding to the embedded bars, and the through holes are used for the embedded bars to pass through.

In the sloping roof butterfly tile hanging and lying combination system, preferably, a protective layer is arranged on the heat insulation layer, and the protective layer is a concrete layer and is used for protecting the heat insulation layer and the waterproof layer below;

and a mark is arranged on the embedded rib and is used as a height control point for the construction of the protective layer.

In the butterfly tile hanging and lying combination system for the sloping roof, preferably, the hanging net is made of steel bars into a steel bar net sheet, the steel bar net sheet is arranged above the protective layer, and the steel bar net sheet and the embedded bars are welded and fixed;

the mortar is spread above the protective layer and is covered on the reinforcing steel mesh;

butterfly tiles lie on the mortar and are bound on the reinforcing mesh through connecting wires.

The beneficial effects are that: the hanging and lying combination system adopts a mode of combining copper wire hanging tile and mortar bonding, has better integrity of being connected with a roof structure, stronger wind disturbance resistance and falling resistance, good construction quality and good finished product effect. The method is implemented in the construction of large-wind environment and large-angle sloping roof tiles, and the effect is more obvious. Compared with the traditional manufacture and installation of metal battens and water-following battens in tile hanging construction, the metal batten and water-following batten are combined with the cement mortar wet-laid tile, and the goals of good construction finished product effect and low cost are achieved. The L-shaped embedded bar head is manufactured by using the bar excess material, so that the generation of waste materials is reduced, the utilization rate of steel is effectively improved, and the resource waste is reduced.

Drawings

The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description serve to explain the utility model. Wherein:

fig. 1 is a schematic structural diagram of a hanging and lying combined system according to an embodiment of the present utility model.

In the figure: 1. a structural panel; 2. reinforcing steel bar meshes; 3. pre-burying ribs; 4. mortar; 5. a connecting wire; 6. butterfly tile.

Detailed Description

The following description of the technical solutions in the embodiments of the present utility model will be clear and complete, and it is obvious that the described embodiments are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which are derived by a person skilled in the art based on the embodiments of the utility model, fall within the scope of protection of the utility model.

In the description of the present utility model, the terms "longitudinal", "transverse", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", etc. refer to the orientation or positional relationship based on that shown in the drawings, merely for convenience of description of the present utility model and do not require that the present utility model must be constructed and operated in a specific orientation, and thus should not be construed as limiting the present utility model. The terms "coupled" and "connected" as used herein are to be construed broadly and may be, for example, fixedly coupled or detachably coupled; either directly or indirectly through intermediate components, the specific meaning of the terms being understood by those of ordinary skill in the art as the case may be.

The utility model will be described in detail below with reference to the drawings in connection with embodiments. It should be noted that, without conflict, the embodiments of the present utility model and features of the embodiments may be combined with each other.

According to an embodiment of the present utility model, as shown in fig. 1, the present utility model provides a hanging and lying combination system for butterfly tiles of a sloping roof, the hanging and lying combination system being disposed on a structural board 1 of the sloping roof, the hanging and lying combination system comprising:

the net is hung and fixed relative to the structural plate 1.

Butterfly tile 6, butterfly tile 6 ligature is fixed on the hanging net.

Mortar 4, mortar 4 is located below butterfly tile 6, and the hanging net is buried in mortar 4.

In one embodiment of the utility model, the butterfly tile 6 is hung on the sloping roof by binding the butterfly tile 6 on the hanging net; by arranging the mortar 4 below the butterfly tile 6, the binding force between the butterfly tile 6 and a sloping roof is enhanced, the butterfly tile 6 is convenient to install, and the mortar 4 and a hanging net form a small reinforced concrete foundation, so that the structural strength of the hanging-lying combined system is improved; compared with the traditional mortar 4 lying tile construction method, the butterfly tile 6 roof tile construction adopts a mode of combining copper wire tile hanging and mortar 4 bonding, has better integrity of connection with a roof structure, stronger wind disturbance resistance and falling resistance, good construction quality and good finished product effect. The method is implemented in the construction of large-wind environment and large-angle sloping roof tiles, and the effect is more obvious.

The structure plate 1 is provided with embedded ribs 3, one end of each embedded rib 3 is fixed in the structure plate 1, and the other end of each embedded rib is fixedly connected with the hanging net.

Through setting up embedded bar 3 in structural board 1, make the string net pass through embedded bar 3 and structural board 1 fixed connection, guaranteed that whole string lying system is more firm with structural board 1 connection.

The embedded bars 3 are L-shaped steel bars, one end of each L-shaped steel bar with a corner is arranged in the structural plate 1, and the other end of each L-shaped steel bar extends out of the structural plate 1 to be connected with the hanging net.

In one embodiment of the utility model, the pre-buried bars 3 are made of waste materials of bar processing, the bar heads of L-shaped phi 12 with the length of 60cm are manufactured, the spacing between the L-shaped bars on the structural plate 1 is 900mm, and the L-shaped bars are bound on the bars of the structural plate 1 so as to strengthen the anchoring and connecting force of the L-shaped bars. When the concrete pouring construction of the structural slab 1 is performed, the reserved L-shaped steel bars are protected, the reserved L-shaped steel bars are prevented from being stepped down and damaged, and connection can be provided for the welding and fixing of the later-stage steel bar meshes.

In one embodiment of the utility model, the structural slab 1 of the sloping roof is of a steel-concrete structure, the covering water spraying maintenance is carried out within 12 hours after the concrete pouring of the structural slab 1 is finished, the water spraying maintenance is required to ensure that the concrete is in a wet state, and the water spraying maintenance is not required when the daily air temperature is lower than 5 ℃. The structural concrete needs to be subjected to strength inspection, meets the related requirements of national standards, and can be subjected to subsequent construction.

In other embodiments of the present utility model, the embedded bars may be in other shapes, for example, the embedded bars 3 include a cross portion and a straight portion, one end of the straight portion is connected to the center of the cross portion, at this time, the cross portion of the embedded bars 3 is bound and connected with the steel bars in the structural board 1, so that the cross portion is embedded in the structural board 1, the straight portion of the embedded bars 3 extends out of the structural board 1, and this structure can greatly increase the contact area between the embedded bars 3 and the structural board 1, so as to ensure that the hanging and lying system is more firmly fixed on the inclined sloping roof.

The butterfly tile 6 is provided with a connecting hole, and the butterfly tile 6 is bound on the hanging net through a connecting wire 5.

In one embodiment of the utility model, the connection wire 5 is a copper wire; the net is selected to use phi 8mm reinforcing bar preparation, and the inter-net row spacing is 160 100mm, is connected butterfly tile 6 with the net through the copper line, can increase tile stability, reduces wind interference influence, reduces the tile risk of sliding.

Above the structural panel 1 is a leveling layer for making the sloping roof smoother.

The smooth sloping roof can be more convenient for construct waterproof layer, heat preservation, can avoid waterproof layer and heat preservation to be pricked by protruding on the sloping roof moreover.

Specifically, the construction of the leveling layer on the structural plate 1 comprises the following steps:

1. cleaning the surface of the structural plate 1, and removing the parts of the surface of the structural plate 1, such as loose concrete, bulges and the like.

2. Leveling the roof by using cement mortar 4 with the thickness of 20mm and the ratio of 1:2.5, and meeting the standard flatness requirement.

3. The surface of the structural plate 1 is not provided with sharp protrusions such as steel bars, iron wires, steel pipes and the like, otherwise, the structural plate is cut off from the root, and cement mortar 4 is smeared into a round curved surface at the cut-off position so as to prevent the waterproof layer from being punctured, and the pre-buried ribs 3 are excluded.

4. Chamfer angles are smeared by cement mortar 4 on the surface of the structural plate 1 and the internal corner position of the cornice, and the maximum thickness is controlled to be 20mm.

5. And (3) after the cement mortar 4 finds the slope according to the design requirement, rubbing and leveling by using a wood trowel, and calendering by using an iron trowel.

6. And (3) sprinkling water for maintenance after the construction of the leveling layer is completed for 24 hours, wherein the maintenance period is not less than 7 days, and the waterproof layer construction can be carried out after the maintenance period is finished.

The leveling layer is provided with a waterproof layer which is used for waterproof of the sloping roof; the waterproof layer is provided with at least two layers, each layer of waterproof layer is formed by a plurality of waterproof coiled materials, and adjacent waterproof coiled materials are mutually overlapped to form a lap joint; the lap joints in the adjacent waterproof layers are staggered.

In one embodiment of the present utility model, the waterproof layer is selected from: the CPS-CL reaction bonding type polymer film base wet-laid waterproof coiled material with the thickness of 1.5mm is paved with 2 layers, is used as a roof waterproof material, and meets the following requirements:

1) Firstly, paving a coiled material reinforcing layer, uniformly paving an additional layer at the inner and outer corners, wherein the width is 500mm, and when the interval between the inner and outer corners is less than 500mm, 250mm is respectively arranged at the two sides of the inner and outer corners.

2) The lap joint width of the waterproof coiled material is required to be not smaller than 100mm for lap joint, and the laying width of the coiled material is determined. The coiled material is paved along the sloping roof direction, is required to be flat and straight, cannot be twisted, and ensures that the lap joint length meets the requirement.

3) The longitudinal and transverse lap joint of the coiled material is not less than 100mm, and the lap joints of the short sides of the coiled material in two adjacent layers of waterproof layers are staggered by 1/3-1/2 breadth and more than 500 mm.

The waterproof layer is provided with avoidance holes, and the avoidance holes are used for the embedded bars 3 to pass through; and sealing paste is arranged in the avoidance hole for sealing.

In one embodiment of the utility model, round holes are cut at positions of the waterproof layer corresponding to the embedded ribs 3, the round holes are formed in the condition that the embedded ribs 3 can penetrate through, and sealing paste is smeared on the roots of the embedded ribs 3 penetrating through the waterproof layer for sealing, wherein the sealing paste can be building waterproof asphalt caulking ointment.

Be provided with the heat preservation on the waterproof layer, be provided with the through-hole corresponding embedded bar 3 positions on the heat preservation, the through-hole is used for supplying embedded bar 3 to pass.

In one embodiment of the utility model, the heat-insulating layer is formed by adopting a 50 mm-thick extruded polystyrene board, the extruded polystyrene board is paved on the waterproof layer on the basis of cleaning the waterproof layer, and in order to prevent wind-up from affecting construction, the extruded polystyrene board can be adhered to a waterproof material by adopting an adhesive, and the thickness of the adhesive is consistent, so that the surface of the board is smooth.

The extruded sheet can be cut by a knife or a saw, and the cut small sheets are stacked in a concentrated manner and covered, so that the cut small sheets are prevented from scattering everywhere. The heat-insulating boards need to be cut regularly, edges and surfaces cannot be damaged, the heat-insulating boards need to be closely butted, upper joints and lower joints need to be staggered, and joints can be bonded by adopting adhesives.

A protective layer is arranged on the heat-insulating layer, and the protective layer is a concrete layer and is used for protecting the heat-insulating layer and the waterproof layer below; and a mark is arranged on the embedded rib 3 and is used as a height control point for the construction of the protective layer.

In one embodiment of the utility model, the protective layer is made of 40mm thick fine stone concrete and is poured by lifting the discharge hopper by means of a tower crane. The specific requirements are as follows:

1) Checking whether the extruded sheet heat preservation layer is leaked or damaged before pouring the fine stone concrete protection layer, repairing and replacing the leaked or damaged position, and pouring the protection layer after confirming no problem.

2) And (3) casting the steel plate in sections along the length direction, wherein the section width is 2m, and the joints of the sections are parallel to the axis of the ridge.

3) And (3) controlling the flatness of the leveling layer: red paint is coated on reserved steel bars of the roof structure in advance to serve as elevation control points, and oblique line leveling is carried out during pouring.

4) In order to prevent the inclined roof concrete from sliding downwards during pouring, a transverse square timber is added at the bottom of each section to be temporarily fixed. Removing square timber after the concrete strength reaches the level that no footprint is left when the operator steps on, removing loose concrete parts on the upper side and the lower side of the joint, and trowelling the cement mortar 4.

5) When the inclined roof is poured, the bottom of one side of the inclined roof is poured to the ridge, and then the bottom of the other side is poured to the ridge. The pouring sequence is as follows: spreading and leveling, vibrating by using a portable small-sized flat vibrator, lifting slurry and clapping, straightening and strickling by using a long scraping ruler according to the elevation of a sloping plate surface from bottom to top, carrying out surface slurry collection for a plurality of times by using a wooden joint plate, and removing cement mortar 4 for square timber after the concrete reaches the strength.

6) In the operation process of pouring concrete, the concrete cannot leak vibration or excessively vibrate when in vibration, so that the phenomenon that the concrete is not compact such as honeycomb pitted surface is avoided, the concrete naturally flows and slides down due to vibration, and excessive accumulation is caused at the cornice part, so that the cornice part is cleaned in time.

7) Covering the concrete by using a plastic film within 12 hours after the concrete pouring is finished, spraying water for curing by a special person, wherein the curing period is not less than seven days, and carrying out next working procedure construction after the curing period is finished.

The net hanging is characterized in that the steel bars are used for manufacturing a steel bar net sheet 2, the steel bar net sheet 2 is arranged above the protective layer, and the steel bar net sheet 2 and the embedded bars 3 are welded and fixed; mortar 4 is spread over the protective layer, and mortar 4 is covered on the reinforcing mesh 2; butterfly tile 6 crouches on mortar 4, butterfly tile 6 passes through connecting wire 5 ligature on reinforcing bar net piece 2.

In one embodiment of the utility model, the sloping roof tiles adopt a combined form of lying tile and covering tile, namely full-paving 1:1 cement mortar 4. The specific requirements are as follows:

1) Before butterfly tiles 6 are paved, the required quantity of each row is calculated according to the roof size, the tile size and the lap joint, materials are grouped when being hoisted, and the stacking height on the inclined roof is not more than 0.5m.

2) The first pass of the inner edge and the outer edge of the roof structure adopts the lying tile, the longitudinal lap joint of the lying tile and the cover tile is 140mm, and the transverse lap joint of the lying tile and the cover tile is 80mm.

3) The tile at the cornice is required to pick out cornice 70-100 mm, and is tightly sealed by mortar 4.

4) The thinnest part of the horizontal tile cement mortar 4 is not less than 25mm, the thickness of the cover tile cement mortar 4 is determined according to actual conditions, and the top elevation of the cover tile inclined plane is used as the control elevation.

5) When laying tiles, each tile is required to be fixed by 18# double-strand copper wires.

6) When in installation, copper wires are firstly used for penetrating through tile holes, and then cement mortar 4 with the ratio of 1:1 is used for uniformly paving the tile holes on the protective layer. The ridge tile must be reinforced with cementitious cement mortar 4.

7) And a horizontal cotton thread is required to be pulled before construction, so that the tiles are ensured to be hung on a horizontal line. The tile surface should be kept clean all the time in the construction process, pollution is cleaned at any time, and sundries such as mortar 4 are strictly forbidden to stay.

8) When the tile is lying, the copper wires are thrown upwards, and after the tile is compacted on the mortar 4 and fixed, the copper wires are bound on the reinforcing mesh 2.

In summary, in the technical scheme of the butterfly tile hanging and lying combination system for the sloping roof, the mode of combining copper wire hanging tiles with mortar bonding is adopted, compared with the traditional mortar lying tile construction method, the structural connection of the butterfly tile hanging and lying combination system for the sloping roof is better in integrity, stronger in wind disturbance resistance and falling resistance, excellent in construction quality and good in finished product effect. The method is implemented in the construction of large-wind environment and large-angle sloping roof tiles, and the effect is more obvious.

It is to be understood that the above description is intended to be illustrative, and that the embodiments of the present utility model are not limited thereto.

The foregoing description of the preferred embodiments of the utility model is not intended to limit the utility model to the particular embodiments disclosed, but on the contrary, the intention is to cover all modifications, equivalents, and alternatives falling within the spirit and scope of the utility model as defined by the appended claims.

Claims (10)

1. The butterfly tile hanging and lying combination system for the sloping roof is characterized in that the hanging and lying combination system is arranged on a structural plate of the sloping roof and comprises:

the hanging net is fixed relative to the structural plate;

butterfly tiles are bound and fixed on the hanging net;

and the mortar is positioned below the butterfly tile, and the hanging net is buried in the mortar.

2. The sloping roof butterfly tile hanging and lying combination system according to claim 1, wherein embedded ribs are arranged in the structural plate, one ends of the embedded ribs are fixed in the structural plate, and the other ends of the embedded ribs are fixedly connected with a hanging net.

3. The sloping roof butterfly tile hanging and lying combination system according to claim 2, wherein the embedded bars are L-shaped bars, one ends of the L-shaped bars with corners are arranged in the structural plates, and the other ends of the L-shaped bars extend out of the structural plates to be connected with hanging nets.

4. A sloping roof butterfly tile hanging and lying combination system as claimed in claim 3, wherein the butterfly tile is provided with a connecting hole, and the butterfly tile is bound on the hanging net through a connecting wire.

5. A combination system for hanging and lying butterfly tiles on a pitched roof as recited in claim 2, wherein a leveling layer is provided above the structural panels, the leveling layer being adapted to provide a flatter pitched roof.

6. A sloping roof butterfly tile hanging and lying combination system according to claim 5, wherein a waterproof layer is arranged on the leveling layer, and the waterproof layer is used for waterproof of the sloping roof;

the waterproof layer is provided with at least two layers, each layer of waterproof layer is formed by a plurality of waterproof coiled materials, and adjacent waterproof coiled materials are mutually overlapped to form a lap joint; the lap joints in the adjacent waterproof layers are staggered.

7. The sloping roof butterfly tile hanging and lying combination system according to claim 6, wherein the waterproof layer is provided with avoiding holes for pre-buried ribs to pass through;

and sealing paste is arranged in the avoidance holes for sealing.

8. The sloping roof butterfly tile hanging and lying combination system according to claim 7, wherein an insulation layer is arranged on the waterproof layer, through holes are formed in the insulation layer corresponding to the embedded ribs, and the through holes are used for allowing the embedded ribs to pass through.

9. The sloping roof butterfly tile hanging and lying combination system according to claim 8, wherein a protective layer is arranged on the heat-insulating layer, and the protective layer is a concrete layer and is used for protecting the heat-insulating layer and the waterproof layer below;

and a mark is arranged on the embedded rib and is used as a height control point for the construction of the protective layer.

10. The sloping roof butterfly tile hanging and lying combination system according to claim 9, wherein the hanging net is made of steel bars into a steel bar net sheet, the steel bar net sheet is arranged above the protective layer, and the steel bar net sheet and the embedded bars are welded and fixed;

the mortar is spread above the protective layer and is covered on the reinforcing steel mesh;

butterfly tiles lie on the mortar and are bound on the reinforcing mesh through connecting wires.