CN218990619U - Concrete imitation intermittent mountain roof structure - Google Patents

Abstract

The utility model belongs to the technical field of house structures, and particularly relates to a concrete intermittent mountain roof structure. It comprises the following steps: roof structure, heavy eave structure and gutter; the heavy eave structure is arranged around the roof structure, and a water falling gap is formed between the heavy eave structure and the periphery of the roof structure; the gutter is connected between the heavy eave structure and the roof structure in a sinking way, and the gutter is connected with a ground drainage tank through a downpipe. The utility model is used for solving the problem of unsmooth drainage.

Description

Concrete imitation intermittent mountain roof structure

Technical Field

The utility model belongs to the technical field of house structures, and particularly relates to a concrete intermittent mountain roof structure.

Background

The roof is named as a mountain-rest roof, and Song dynasty refers to Jiujiu palace, cao Dian or two-head building, qing dynasty changes the modern name into Jiujiu top, which is one of the ancient Chinese building roof types.

The traditional wood structure hill-rest roof has complex process, and is unfavorable in earthquake resistance due to the limitation of wood materials and construction methods, so that the construction of the hill-rest roof is realized by using a steel structure or concrete pouring and the like at present.

At present, the drainage mode of the mountain top is usually that the roof runs down along, drainage grooves are formed around the roof and then the roof is discharged into the water grooves on the ground, but the problem of unsmooth drainage can occur when the roof spans are larger, such as larger precipitation occurs.

Disclosure of Invention

The technical problem that this application embodiment to solve lies in overcoming the not enough of prior art, provides a imitative intermittent mountain roofing structure of concrete for solve the unsmooth problem of drainage.

The technical scheme for solving the technical problems in the embodiment of the application is as follows: a concrete simulated hill roofing structure comprising: a roof structure;

the heavy eave structure is arranged around the roof structure, and a water falling gap is formed between the heavy eave structure and the periphery of the roof structure;

the gutter, sink connect in between the heavy eaves structure with the roof structure, the gutter passes through the downpipe and connects ground water drainage tank.

Compared with the prior art, the technical scheme has the following beneficial effects:

the roof structure and the gaps formed between the heavy eave structures located on the periphery of the roof structure form a water falling gap, a gutter is arranged at the position, water flows into the gutter and then is discharged into a ground water tank through a downpipe, the heavy eave structure on the top of a rest mountain is reasonably utilized, and the gutter for water drainage is constructed and is arranged in the roof structure and the heavy eave structure in a concealed mode, so that attractive appearance is guaranteed, and meanwhile, the water drainage effect is improved.

Further, the roof structure further comprises short limb connecting beams which are arranged in the water falling gap at intervals to connect the roof structure and the heavy eave structure, and the short limb connecting beams are positioned at the top ends of the gutter.

Further, the roof structure comprises symmetrically distributed inclined beams and ring beams, and the ring beams are connected with the bottom ends of the inclined beams to form a whole.

Further, the outer edge of the heavy eave structure is provided with a water-following gathering groove.

Further, the water drainage device also comprises a water guide inclined pipe, wherein one end of the water guide inclined pipe is connected with the water guiding gathering ditch, and the other end of the water guide inclined pipe is connected with the downpipe to be converged into the drainage groove or the other end of the water guide inclined pipe and the downpipe are converged into the drainage groove in parallel.

Further, the bottom of the gutter at each side is provided with a water-following gradient of 3% -5% from the middle to the two sides.

Further, a drain hole is formed in the lowest position of the gutter, and the drain hole is connected with the downpipe.

Further, first steel bars are buried in the heavy eave structure at intervals, and the end parts of the first steel bars extend out from the inner edge of the heavy eave structure;

the short limb connecting beam is internally buried with a second reinforcing steel bar, and the first reinforcing steel bar and the second reinforcing steel bar are bent to one place and then are connected through pouring.

Further, a plurality of third steel bars are buried in the outer side wall of the gutter at intervals, and the end parts of the third steel bars extend out of the top of the gutter;

the third reinforcing steel bar penetrates through the reserved bolt hole to be bent and attached to the surface of the heavy eave structure, and then is connected through pouring.

Drawings

In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings that are needed in the description of the embodiments or the prior art will be briefly described, and it is obvious that the drawings in the description below are some embodiments of the present utility model, and other drawings can be obtained according to the drawings without inventive effort for a person skilled in the art.

Fig. 1 is a schematic diagram of the overall structure of the present utility model.

Fig. 2 is an enlarged schematic view of the structure at a in fig. 1.

FIG. 3 is a schematic diagram of the structure of the re-eave structure of the present utility model.

Reference numerals:

1. a roof structure; 2. a heavy eave structure; 3. a water falling gap; 4. a gutter;

101. a sloping beam; 102. A ring beam;

5. short limb connecting beam; 6. Water-smoothing and ditch-picking;

7. a downspout;

8. a drain hole;

9. a first reinforcing bar; 10. a second reinforcing bar; 11. a third reinforcing bar;

12. and reserving a bolt hole.

Detailed Description

Embodiments of the technical scheme of the present utility model will be described in detail below with reference to the accompanying drawings. The following examples are only for more clearly illustrating the technical aspects of the present utility model, and thus are merely examples, and are not intended to limit the scope of the present utility model.

It is noted that unless otherwise indicated, technical or scientific terms used herein should be given the ordinary meaning as understood by one of ordinary skill in the art to which this utility model pertains.

In the description of the present application, it should be understood that the terms "upper," "lower," "front," "rear," "left," "right," "inner," "outer," and the like indicate orientations or positional relationships based on the orientation or positional relationships shown in the drawings, merely to facilitate description of the present utility model and simplify the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model.

Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. In the description of the present utility model, the meaning of "plurality" is two or more unless specifically defined otherwise.

In this application, unless specifically stated and limited otherwise, the terms "mounted," "connected," "secured," and the like are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communicated with the inside of two elements or the interaction relationship of the two elements. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art according to the specific circumstances.

As shown in fig. 1-3, the concrete imitation rest mountain roofing structure provided by the embodiment of the utility model includes: roof structure, heavy eave structure and gutter; the roof structure comprises oblique beams and ring beams which are symmetrically distributed, and the ring beams are connected with the bottom ends of the oblique beams to form a whole.

The heavy eave structure is arranged around the roof structure, a water falling gap is formed around the heavy eave structure and the roof structure, the gutter sink is connected between the heavy eave structure and the roof structure, and the gutter is connected with a ground drainage groove through a downpipe.

The roof structure and the gaps formed between the heavy eave structures located on the periphery of the roof structure form a water falling gap, a gutter is arranged at the position, water flows into the gutter and then is discharged into a ground water tank through a downpipe, the heavy eave structure of the mountain top is reasonably utilized, and the gutter for water drainage is constructed, and the gutter is sunk and is arranged in the roof structure and the heavy eave structure in a concealed mode, so that attractive appearance is guaranteed, and meanwhile, the water drainage effect is improved.

The bottom of the gutter on each side is provided with a water-following gradient of 3% -5% from the middle to two sides, which is beneficial to controlling water flow discharge in the gutter and avoiding ponding.

The drain hole is arranged at the lowest position of the gutter, and the drain hole is connected with the downpipe.

Still include short limb even roof beam, a plurality of short limb even roof beam intervals set up in the clearance falls into water with connect roof structure with the eaves structure, short limb even roof beam is located the top of gutter, strengthen the connection to gutter top, improve the joint strength between eaves structure and the roof structure.

In this embodiment, the outer edge of the heavy eave structure is provided with a water-smoothing groove to receive water falling from the heavy eave structure.

The water drainage device further comprises a water guide inclined pipe, wherein the water guide inclined pipe is not shown in the drawing, one end of the water guide inclined pipe is connected with the water guiding gathering ditch, the other end of the water guide inclined pipe is connected with the downpipe to be gathered into the drainage groove, or the other end of the water guide inclined pipe is connected with the downpipe to be gathered into the drainage groove in parallel.

In this embodiment, first steel bars are buried in the heavy eave structure at intervals, and the ends of the first steel bars extend out from the inner edge of the heavy eave structure; the short limb connecting beam is characterized in that a second reinforcing steel bar is buried in the short limb connecting beam, the first reinforcing steel bar is connected with the second reinforcing steel bar after being bent to one position, the first reinforcing steel bar is buried in the heavy eave structure and is connected with the short limb connecting Liang Zhongdi two reinforcing steel bars in a bending mode, follow-up integral pouring forming is facilitated, and the structural strength of the heavy eave structure and the short limb connecting beam is improved.

Further, a plurality of third steel bars are buried in the outer side wall of the gutter at intervals, and the end parts of the third steel bars extend out of the top of the gutter; the structure of the heavy eave corresponds to the third steel bar, the third steel bar passes through the reserved bolt hole to be bent and attached to the surface of the heavy eave structure and then is poured and connected, when prefabrication of the whole heavy eave structure is completed, the reserved bolt hole is arranged, the reserved bolt hole and the third steel bar in the prefabricated heavy eave structure are aligned and then are erected on the outer side of a gutter, the third steel bar is bent and attached to the surface of the heavy eave structure, and then the third steel bar and the short eave beam are poured and formed together.

Finally, it should be noted that: the above embodiments are only for illustrating the technical solution of the present utility model, and not for limiting the same; although the utility model has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some or all of the technical features thereof can be replaced by equivalents; such modifications and substitutions do not depart from the spirit of the utility model.

Claims (9)

1. A concrete simulated hill roofing structure, comprising: a roof structure;

the heavy eave structure is arranged around the roof structure, and a water falling gap is formed between the heavy eave structure and the periphery of the roof structure;

the gutter, sink connect in between the heavy eaves structure with the roof structure, the gutter passes through the downpipe and connects ground water drainage tank.

2. The concrete intermittent roof structure of claim 1, further comprising short leg coupling beams spaced in the water fall gap to connect the roof structure with the heavy eave structure, the short leg coupling beams being positioned at the top ends of the gutter.

3. The concrete intermittent roof structure of claim 2, wherein the roof structure comprises symmetrically distributed inclined beams and ring beams, and the ring beams are connected with the bottom ends of the inclined beams to form a whole.

4. The concrete intermittent mountain roofing structure of claim 2, wherein the outer edge of the heavy eave structure is provided with a water-flowing gathering channel.

5. The concrete intermittent mountain roofing structure of claim 4, further comprising a water guiding inclined pipe, wherein one end of the water guiding inclined pipe is connected with the water guiding groove, and the other end of the water guiding inclined pipe is connected with the downpipe to be converged into the drainage groove or the other end of the water guiding inclined pipe is connected with the downpipe to be converged into the drainage groove in parallel.

6. The concrete intermittent roof structure of claim 4, wherein the bottom of the gutter on each side is provided with a water-following gradient of 3% -5% from the middle to the two sides.

7. The concrete intermittent mountain roofing structure of claim 6, wherein the gutter is provided with a drain hole at the lowest position, and the drain hole is connected with the downpipe.

8. The concrete intermittent mountain roofing structure of claim 4, wherein first reinforcing bars are buried in the heavy eave structure at intervals, and the ends of the first reinforcing bars extend out from the inner edge of the heavy eave structure;

the short limb connecting beam is internally buried with a second reinforcing steel bar, and the first reinforcing steel bar and the second reinforcing steel bar are bent to one place and then are connected through pouring.

9. The concrete intermittent mountain roofing structure of claim 8, wherein a plurality of third steel bars are buried in the outer side wall of the gutter at intervals, and the ends of the third steel bars extend out from the top of the gutter;

the third reinforcing steel bar penetrates through the reserved bolt hole to be bent and attached to the surface of the heavy eave structure, and then is connected through pouring.

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