CN218814640U - Slope roofing structure and packing formula case room - Google Patents

Abstract

The application discloses slope roofing structure and packing formula case room is applied to building technical field, include: the standard truss comprises a first truss and a second truss, the first truss and the second truss are arranged adjacently, the first truss inclines towards the direction far away from the second truss so as to form a first slope surface inclined downwards, and the second truss inclines towards the direction far away from the first truss so as to form a second slope surface inclined downwards; the non-standard truss is connected to the standard truss and used for adjusting the shape and the inclination angle of the first slope surface and/or the second slope surface. The utility model provides a sloping roof structure adopts prefabricated standard truss and nonstandard truss to assemble and constitutes, has reduced field weld's work load to the shape of standard truss is fixed, and the shape of nonstandard truss can set up according to the construction demand, can adjust first domatic and/or the domatic shape and the inclination of second through changing nonstandard truss, when satisfying the demand to domatic, has improved the construction speed of sloping roof structure.

Description

Slope roofing structure and packing formula case room

Technical Field

The utility model relates to a building technical field, concretely relates to slope roofing structure and packing formula case room.

Background

The packing type box house can be built quickly while realizing the basic functions of the house, and can be used in a short time, so that the requirements of users are met. For solving the waterproof problem of packing formula box house, the roof of packing formula box house can add usually and establish the metal sloping roof, and among the correlation technique, weld the roof truss in order to build the metal sloping roof to scattered building material at the construction field usually, this mode is difficult not only to guarantee welding quality, has also increased very big welding work volume for the site operation simultaneously, and then has influenced the building speed of sloping roof structure and the packing formula box house that corresponds.

SUMMERY OF THE UTILITY MODEL

The main aim at of this application embodiment provides a sloping roof structure and packing formula case room, aims at reducing field weld's work load, improves the construction speed of sloping roof structure.

In a first aspect, the present application provides a pitched roof structure comprising:

the standard truss comprises a first truss and a second truss, the first truss and the second truss are arranged adjacently, the first truss inclines towards a direction far away from the second truss to form a first slope surface inclining downwards, and the second truss inclines towards a direction far away from the first truss to form a second slope surface inclining downwards;

the non-standard truss is connected to the standard truss and used for adjusting the shape and the inclination angle of the first slope surface and/or the second slope surface.

According to the slope roofing structure that this application first aspect provided, at least following beneficial effect has: the utility model provides a pitched roof structure includes standard truss and nonstandard truss, and standard truss includes first truss and second truss, and first truss and the adjacent setting of second truss, first truss to the direction slope of keeping away from the second truss to be formed with the first domatic of directional downward sloping, the second truss is to keeping away from the direction slope of first truss to be formed with the second domatic of directional downward sloping, and the nonstandard truss sets up in standard truss top, and pitched roof structure can be through changing the first domatic shape and the inclination of first domatic and/or second of nonstandard truss adjustment, and pitched roof structure of this application embodiment adopts prefabricated standard truss and the assembled constitution of nonstandard truss, has reduced field weld's work load, and the shape of standard truss is fixed, and the nonstandard truss can set up to different shapes according to different construction demands, can adjust the domatic shape and the inclination of first domatic and/or second through changing nonstandard truss, when satisfying the demand to domatic, has improved pitched roof structure's construction speed.

According to some embodiments of the first aspect of the present application, the non-standard trusses comprise a plurality of non-standard truss single trusses and non-standard truss connection beams, the plurality of non-standard truss single trusses are connected by the non-standard truss connection beams, and the non-standard truss single trusses are connected with the standard trusses.

According to some embodiments of the first aspect of the present application, the first truss and the second truss comprise a plurality of standard truss single trusses and standard truss connecting beams, the standard truss single trusses are arranged at intervals, and the standard truss single trusses are connected through the standard truss connecting beams.

According to some embodiments of the first aspect of the present application, standard truss single pin includes standard truss upper chord member, standard truss lower chord member, standard truss montant and standard truss down tube, the slope of standard truss upper chord member sets up, standard truss lower chord member level sets up, standard truss upper chord member with through many between the standard truss down chord member standard truss montant and standard truss down tube are connected, just standard truss upper chord member with the junction of standard truss montant with standard truss is connected.

According to some embodiments of the first aspect of the present application, the two vertical members of the standard truss are symmetrically disposed along the diagonal member of the standard truss to form a plurality of triangles with the upper chord member of the standard truss.

According to some embodiments of the first aspect of the present application, the non-standard truss single truss comprises two symmetrically arranged non-standard truss upper chords, one end of each of the two non-standard truss upper chords is connected, and the other end of each of the non-standard truss upper chords is connected with one of the standard truss single trusses.

According to some embodiments of the first aspect of the present application, two non-standard truss upper chords are symmetrically disposed on two sides of one of the non-standard truss connecting beams, one end of the non-standard truss connecting beam is connected to the standard truss, and the other end of the non-standard truss connecting beam is connected to the standard truss through a single non-standard truss.

According to some embodiments of the first aspect of the present application, the non-standard truss single truss further comprises a plurality of non-standard truss vertical rods, the non-standard truss vertical rods are vertically arranged between the non-standard truss upper chord and the plurality of standard truss single trusses, one end of the non-standard truss vertical rods is connected with the non-standard truss upper chord, the other end of the non-standard truss vertical rods is connected with the standard truss, and the junction of the non-standard truss upper chord and the non-standard truss vertical rods is connected with the non-standard truss connecting beam.

In a second aspect, the present application provides a packaging type box house, comprising:

the pitched roof structure of any one of the first aspects;

the house main part, the sloping roof structure set up in on the house main part.

According to some embodiments of the first aspect of the present application, the upper end of the house body is provided with a plurality of supports, and the supports are fixedly connected with the pitched roof structure.

The packing box house provided by the second aspect has the beneficial effects of the first aspect of the application because the slope roof structure is applied to any one of the first aspect.

Additional aspects and advantages of the present application will be set forth in part in the description which follows and, in part, will be obvious from the description, or may be learned by practice of the invention.

Drawings

In order to more clearly illustrate the technical solutions in the embodiments of the present application, the drawings required to be used in the embodiments or the related technical descriptions will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present application, and it is obvious for those skilled in the art that other drawings may be obtained according to the drawings without inventive labor.

FIG. 1 is a schematic structural view of a pitched roof structure provided by an embodiment of the present application;

FIG. 2 is an assembled schematic view of a pitched roof structure provided by an embodiment of the present application;

FIG. 3 is a schematic structural view of a non-standard truss of a pitched roof structure provided by an embodiment of the present application;

FIG. 4 is a schematic structural view of a standard truss of a pitched roof structure provided by an embodiment of the present application;

fig. 5 is a schematic structural diagram of a packing type box house of a pitched roof structure provided by the embodiment of the application.

Reference numerals: a pitched roof structure 100; a standard truss 110; a first truss 111; a second truss 112; a standard single truss 113; standard truss tie beams 114; a standard truss upper chord 115; a standard truss lower chord 116; standard truss vertical bars 117; standard truss diagonals 118; a non-standard truss 120; a non-standard truss single truss 121; a non-standard truss upper chord 122; non-standard truss vertical rods 123; non-standard truss tie beams 124; the house main body 200.

Detailed Description

In the following description, for purposes of explanation and not limitation, specific details are set forth, such as particular system structures, techniques, etc. in order to provide a thorough understanding of the embodiments of the present application. It will be apparent, however, to one skilled in the art that the embodiments of the present application may be practiced in other embodiments that depart from these specific details. In other instances, detailed descriptions of well-known systems, devices, circuits, and methods are omitted so as not to obscure the description of the embodiments of the present application with unnecessary detail.

It should be noted that, although a logical order is illustrated in the flowcharts, in some cases, the steps illustrated or described may be performed in an order different from that in the flowcharts. The terms first, second and the like in the description and in the claims, and the drawings described above, are used for distinguishing between similar elements and not necessarily for describing a particular sequential or chronological order.

It should also be appreciated that reference throughout the specification to "one embodiment" or "some embodiments," or the like, means that a particular feature, structure, or characteristic described in connection with the embodiment is included in one or more embodiments of the present application. Thus, appearances of the phrases "in one embodiment," "in some embodiments," "in other embodiments," or the like, in various places throughout this specification are not necessarily all referring to the same embodiment, but rather "one or more but not all embodiments" unless specifically stated otherwise. The terms "comprising," "including," "having," and variations thereof mean "including, but not limited to," unless expressly specified otherwise.

In the description of the present application, greater than, less than, exceeding, etc. are understood to exclude the present numbers, and the above, below, inside, etc. are understood to include the present numbers. If the first and second are described for the purpose of distinguishing technical features, they are not to be understood as indicating or implying relative importance or implicitly indicating the number of technical features indicated or implicitly indicating the precedence of the technical features indicated. It should be understood that the positional or orientational descriptions referred to, for example, the directions of up, down, front, rear, left, right, etc., are based on the directions or positional relationships shown in the drawings and are only for convenience of describing the present application and for simplicity of description, and do not indicate or imply that the referred devices or elements must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present application.

In the description of the embodiments of the present application, unless otherwise explicitly limited, terms such as setting, installing, connecting and the like should be understood in a broad sense, and those skilled in the art can reasonably determine the specific meanings of the terms in the embodiments of the present application by combining the specific contents of the technical solutions.

If only the conventional waterproof structure is adopted at the box top splicing seam, firstly, because the project construction period is short, the quality control difficulty is high, and the possibility that waterproof adhesive tapes at individual parts are not firmly adhered and leak water possibly exists; secondly, after a long time of use, under the action of various severe climates, the waterproof rubber strip may age, and the possibility of water leakage appears. Therefore, the construction of the pitched roof structure of the packing box house is indispensable. The conventional roof truss of the metal sloping roof is generally realized by adopting a steel frame welded on site, which increases great welding workload for site construction, and because the building area is larger and the plane combination is more and more, the construction difficulty of the roof truss at the intersection of the sloping roofs in two directions is particularly high, the influence on the construction period is particularly obvious, and even the integral construction speed is influenced, so that the improvement of the construction speed of the sloping roof structure is of great importance.

Based on this, the application provides a sloping roof structure and packing formula case room can adjust first domatic and/or the domatic shape and inclination of second through changing nonstandard truss, when satisfying the demand to domatic, improves the construction speed of sloping roof structure and packing formula case room.

The embodiments of the present application will be further explained with reference to the drawings.

Referring to fig. 1 to 4, the present embodiment provides a pitched roof structure 100, which includes a standard truss 110 and a non-standard truss 120.

The standard truss 110, the standard truss 110 includes a first truss 111 and a second truss 112, the first truss 111 and the second truss 112 are adjacently disposed, the first truss 111 is inclined in a direction away from the second truss 112 to form a first slope surface inclined downward, and the second truss 112 is inclined in a direction away from the first truss 111 to form a second slope surface inclined downward.

And the non-standard truss 120 is connected to the standard truss 110, and the non-standard truss 120 is used for adjusting the shape and the inclination angle of the first slope surface and/or the second slope surface.

It should be noted that, the sloping roof structure 100 provided by the present application includes a standard truss 110 and a non-standard truss 120, the standard truss 110 includes a first truss 111 and a second truss 112, and the first truss 111 and the second truss 112 are adjacently disposed, the first truss 111 is inclined away from the second truss 112 to form a first sloping surface inclined downward, the second truss 112 is inclined away from the first truss 111 to form a second sloping surface inclined downward, the non-standard truss 120 is disposed above the standard truss 110, the sloping roof structure 100 can adjust the shape and the inclination angle of the first sloping surface and/or the second sloping surface by replacing the non-standard truss 120, the sloping roof structure 100 of the present embodiment is assembled by using the prefabricated standard truss 110 and non-standard truss 120, the workload of on-site welding is reduced, the shape of the standard truss 110 is fixed, the non-standard truss 120 can be set to different shapes according to different construction requirements, the shape and the inclination angle of the first sloping surface and/or the second sloping surface can be adjusted by replacing the non-standard truss 120, and the slope structure 100 can be built at the increased speed when the requirement for the roof is satisfied.

It should be noted that the standard truss 110 and the non-standard truss 120 are manufactured based on the length meeting the transportation condition and the requirement of the hoisting weight limit, so that the splicing is facilitated and the transportation is facilitated.

It should be noted that, according to the size of the roof and the transportation conditions, the standard truss 110 may be configured as two independent first trusses 111 and second trusses 112, and the first trusses 111 may also be fixedly connected to the second trusses 112 as a whole, or the first trusses 111 and the second trusses 112 may be respectively configured as a multi-segment structure, and the multi-segment structures of the first trusses 111 and the second trusses 112 are assembled together to form a first slope and a second slope together. In addition, the shapes of the first truss 111 and the second truss 112 and the arrangement of the internal connecting rods can be the same or different, and the specific shapes can be modified according to actual requirements.

It should be noted that the number of the non-standard trusses 120 may be one, or two or more, and the non-standard trusses 120 may be used to adjust the shape and the inclination angle of the first slope surface and the second slope surface, respectively.

It should be noted that, when the sloping roof structure 100 is provided with two non-standard trusses 120, the shapes of the two non-standard trusses 120 may be the same or different, and different non-standard trusses 120 may be replaced according to actual requirements.

It should be noted that the shape and height of the non-standard truss 120 are not fixed, and parameters such as the height and the inclination angle of the non-standard truss 120 can be changed according to actual needs.

It can be understood that, referring to fig. 1 and 3, the non-standard truss 120 includes a plurality of non-standard truss single trusses 121 and non-standard truss connecting beams 124, the plurality of non-standard truss single trusses 121 are connected by the non-standard truss connecting beams 124, and the non-standard truss single trusses 121 are connected with the standard truss 110.

The plurality of non-standard truss single trusses 121 are connected to each other by the non-standard truss connecting beams 124, and the non-standard truss connecting beams 124 can connect the plurality of non-standard truss single trusses 121, so that the structure of the non-standard truss 120 is more stable, whereas the non-standard truss single trusses 121 are connected to the standard truss 110, and the shape and the inclination angle of the first slope surface and/or the second slope surface can be adjusted.

It can be understood that, referring to fig. 1 and 4, the first truss 111 and the second truss 112 include a plurality of standard truss single-trusses 113 and standard truss connecting beams 114, the plurality of standard truss single-trusses 113 are arranged at intervals, and the plurality of standard truss single-trusses 113 are connected by the standard truss connecting beams 114.

The plurality of standard truss single beams 113 are connected by the standard truss connecting beams 114, and the standard truss connecting beams 114 can connect the plurality of standard truss single beams 113, so that the structure of the standard truss 110 is more stable.

It can be understood that, referring to fig. 1 and 4, the standard single truss 113 includes a standard upper truss chord 115, a standard lower truss chord 116, a standard vertical truss 117 and a standard diagonal truss 118, the standard upper truss chord 115 is disposed obliquely, the standard lower truss chord 116 is disposed horizontally, the standard upper truss chord 115 and the standard lower truss chord 116 are connected through a plurality of standard vertical truss chords 117 and standard diagonal truss 118, and the connection between the standard upper truss chord 115 and the standard vertical truss 117 is connected with the standard truss connecting beam 114.

It should be noted that the standard truss upper chord 115, the standard truss lower chord 116 and the standard truss vertical bars 117 form a trapezoid, so that the framework of the standard truss 110 is more stable, and in addition, the standard truss vertical bars 117 and the standard truss diagonal bars 118 are further arranged in the middle of the trapezoid, wherein the two standard truss diagonal bars 118 are symmetrically arranged on two sides of the standard truss vertical bars 117, so that the framework of the standard truss 110 is more stable.

It will be appreciated that, with reference to figure 4, two standard truss diagonals 118 are provided symmetrically about standard truss vertical poles 117 to form a plurality of triangles with standard truss upper chords 115.

It should be noted that the standard truss diagonal rods 118, the standard truss vertical rods 117 and the standard truss upper chord rods 115 form a plurality of triangular frameworks, which enhances the structural stability of the standard truss 110.

It can be understood that, referring to fig. 1 and 3, the non-standard truss single truss 121 comprises two non-standard truss upper chords 122 which are symmetrically arranged, one ends of the two non-standard truss upper chords 122 are connected, and the other end of the non-standard truss upper chord 122 is connected with one standard truss single truss 113.

It can be understood that, referring to fig. 1 and 3, two non-standard truss upper chords 122 are symmetrically arranged on two sides of one non-standard truss connecting beam 124, one end of the non-standard truss connecting beam 124 is connected with the standard truss 110, and the other end of the non-standard truss connecting beam 124 is connected with the standard truss 110 through the non-standard truss single truss 121.

When the standard truss single-truss 113 is not included below the center line position of the non-standard truss 120, the non-standard truss single-truss 121 includes two symmetrically disposed non-standard truss upper chords 122, the two non-standard truss upper chords 122 are connected, and the other end of the non-standard truss upper chord 122 is connected to one of the standard truss single-trusses 113. When the standard truss single truss 113 is arranged below the central line position of the non-standard truss 120, the two non-standard truss upper chords 122 are symmetrically arranged on two sides of the non-standard truss connecting beam 124 at the central line position, one end of the non-standard truss connecting beam 124 is connected with the standard truss 110, and the other end of the non-standard truss connecting beam 124 is connected with the standard truss 110 through the non-standard truss single truss 121. The arrangement of the non-standard truss connecting beams 124 corresponding to the standard truss single truss 113 enables the splicing between the standard truss 110 and the non-standard truss 120 to be tighter, so that the pitched roof structure 100 is more stable, and the safety of the pitched roof structure 100 is improved.

It can be understood that, referring to fig. 1 and 3, the non-standard truss single truss 121 further comprises a plurality of non-standard truss vertical rods 123, the non-standard truss vertical rods 123 are vertically arranged between the non-standard truss upper chord 122 and the plurality of standard truss single trusses 113, one end of each non-standard truss vertical rod 123 is connected with the non-standard truss upper chord 122, the other end of each non-standard truss vertical rod 123 is connected with the standard truss 110, and the connection part of each non-standard truss upper chord 122 and each non-standard truss vertical rod 123 is connected with the non-standard truss connecting beam 124.

It should be noted that the nonstandard truss vertical rods 123 are directly arranged corresponding to the standard truss single rods 113 and the nonstandard truss connecting beams 124, so that the structure of the nonstandard truss 120 is more stable, and the safety of the sloping roof structure 100 is enhanced.

It will be appreciated that referring to fig. 1 and 3, one end of a plurality of non-standard truss upper chords 122 connected to standard truss 110 are connected by standard truss tie beams 114.

It should be noted that the end of the non-standard truss upper chord 122 is also connected with the standard truss connection beam 114, so that the structure of the non-standard truss 120 is more stable, and the safety of the pitched roof structure 100 is enhanced.

It should be noted that the sloping roof structure 100 provided in the embodiment of the present application includes a standard truss 110 and a non-standard truss 120, where the standard truss 110 includes a first truss 111 and a second truss 112, and the first truss 111 and the second truss 112 are adjacently disposed, the first truss 111 is formed with a first slope surface that is inclined downward, the second truss 112 is formed with a second slope surface that is inclined downward, the non-standard truss 120 is disposed above the standard truss 110, and the sloping roof structure 100 can adjust the shape and the inclination angle of the first slope surface and/or the second slope surface by replacing the non-standard truss 120, and the sloping roof structure 100 of the embodiment of the present application is assembled by using the prefabricated standard truss 110 and non-standard truss 120, so as to reduce the workload of field welding, and the shape of the standard truss 110 is fixed, the shape of the non-standard truss 120 is indefinite, and the shape and the inclination angle of the first slope surface and/or the second slope surface can be adjusted by replacing the non-standard truss 120, and when the requirement for a slope surface is met, the speed of building the sloping roof structure 100 is increased.

In addition, referring to fig. 5, the present application provides a packing box house comprising: the sloping roof structure 100 and the house main body 200 are arranged, and the sloping roof structure 100 is arranged on the house main body 200.

It should be noted that most of the welding workload of the standard truss 110 and the non-standard truss 120 is completed in a factory, and the pitched roof structure 100 and the house main body 200 only need to be welded on site after the standard truss 110 and the non-standard truss 120 are hoisted and installed.

It should be noted that a plurality of supports are arranged at the upper end of the house main body 200, and the supports are fixedly connected with the pitched roof structure 100.

It should be noted that the slope roof structure of the packaging box house provided by the application is formed by splicing the prefabricated standard truss 110 and the non-standard truss 120, the workload of field welding is reduced, the shape of the standard truss 110 is fixed, the shape of the non-standard truss 120 can be set as required, the shape and the inclination angle of the first slope and/or the second slope can be adjusted by replacing the non-standard truss 120, and the construction period of a field metal roof is greatly shortened while the standardization degree of the roof truss is greatly improved.

The embodiments of the present application have been described in detail with reference to the drawings, but the present application is not limited to the embodiments, and various changes can be made within the knowledge of those skilled in the art without departing from the gist of the present application. Furthermore, the embodiments and features of the embodiments of the present application may be combined with each other without conflict.

Claims (10)

1. A pitched roof structure, comprising:

the standard truss comprises a first truss and a second truss, the first truss and the second truss are arranged adjacently, the first truss inclines towards a direction far away from the second truss to form a first slope surface inclining downwards, and the second truss inclines towards a direction far away from the first truss to form a second slope surface inclining downwards;

the non-standard truss is connected to the standard truss and used for adjusting the shape and the inclination angle of the first slope surface and/or the second slope surface.

2. The pitched roof structure according to claim 1, wherein the non-standard trusses comprise a plurality of non-standard truss single trusses and non-standard truss connecting beams, the non-standard truss single trusses are connected through the non-standard truss connecting beams, and the non-standard truss single trusses are connected with the standard trusses.

3. The pitched roof structure according to claim 2, wherein the first truss and the second truss comprise a plurality of standard truss single trusses and standard truss connecting beams, the standard truss single trusses are arranged at intervals, and the standard truss single trusses are connected through the standard truss connecting beams.

4. The pitched roof structure according to claim 3, wherein the standard truss single truss comprises a standard truss upper chord, a standard truss lower chord, a standard truss vertical rod and a standard truss diagonal rod, the standard truss upper chord is obliquely arranged, the standard truss lower chord is horizontally arranged, the standard truss upper chord is connected with the standard truss lower chord through a plurality of the standard truss vertical rods and the standard truss diagonal rods, and the connection part of the standard truss upper chord and the standard truss vertical rod is connected with the standard truss connecting beam.

5. The pitched roof structure according to claim 4, wherein two of the standard truss diagonal members are symmetrically arranged along the standard truss vertical members to form a plurality of triangles with the standard truss upper chord members.

6. The pitched roof structure according to claim 3, wherein the non-standard truss single truss comprises two symmetrically arranged non-standard truss upper chords, one ends of the two non-standard truss upper chords are connected, and the other ends of the non-standard truss upper chords are connected with one standard truss single truss.

7. The pitched roof structure according to claim 6, wherein two non-standard truss upper chords are symmetrically arranged on two sides of one of the non-standard truss connecting beams, one end of each non-standard truss connecting beam is connected with the standard truss, and the other end of each non-standard truss connecting beam is connected with the standard truss through a single non-standard truss.

8. The pitched roof structure according to claim 6, wherein the non-standard truss single-truss further comprises a plurality of non-standard truss vertical rods, the non-standard truss vertical rods are vertically arranged between the non-standard truss upper chord and a plurality of standard truss single-trusses, one end of each non-standard truss vertical rod is connected with the non-standard truss upper chord, the other end of each non-standard truss vertical rod is connected with the standard truss, and the connection part of the non-standard truss upper chord and the non-standard truss vertical rods is connected with the non-standard truss connecting beam.

9. A package type box house, comprising:

a pitched roof construction as claimed in any one of claims 1 to 8;

the house main part, the sloping roof structure set up in on the house main part.

10. The modular box house of claim 9, wherein a plurality of supports are provided at the upper end of the house body, the supports being fixedly connected to the pitched roof structure.

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