CN215054437U

CN215054437U - Assembled roof suspended beam structure is built in room

Info

Publication number: CN215054437U
Application number: CN202121066270.4U
Authority: CN
Inventors: 罗湘和; 陈婕; 郭洪涛; 张再湘
Original assignee: Guangdong Zhongnan Construction Co ltd
Current assignee: Guangdong Zhongnan Construction Co ltd
Priority date: 2021-05-18
Filing date: 2021-05-18
Publication date: 2021-12-07
Anticipated expiration: 2031-05-18

Abstract

The application relates to an assembled roof suspended beam structure is built in room, it includes being square base, the base water tiling is established at the horizontal up end of each group of wall body, two sets of telescopic links are all installed to base length direction's both sides, each group of telescopic link includes the mobile jib and the gliding auxiliary rod of mobile jib grafting, the upper end mouth of pipe threaded connection of mobile jib has with the tight first bolt of auxiliary rod support; the inclined lower end parts of the main rods are hinged with the base, and the inclined upper end parts of the two groups of auxiliary rods on the same side are hinged; and a cross beam is arranged on the vertical plane in the width direction of the base, and the horizontal two ends of the cross beam are coaxially hinged with the hinged points of the two sets of auxiliary rods on each side. The technical scheme installation in this application is rapid, and is low to installer's technical requirement, has promoted the efficiency of installation.

Description

Assembled roof suspended beam structure is built in room

Technical Field

The application relates to the field of house construction, in particular to an assembled roof cantilever beam structure for house construction.

Background

With the improvement of the living standard of people, the pursuit of people for the life of materials is continuously improved, and the desire for improving the living environment is increasingly urgent. In the building process of the house, the respective wall bodies of the house are vertically built on the ground, and after the construction of each group of wall bodies is completed, the roof of the house needs to be constructed.

In the construction process of house roof, current roof mostly is fixed with the help of the rivet for a plurality of groups of timber, and each group of timber sets up and is the roof structure that both sides are domatic structure, lays the reed blanket on the domatic of both sides on roof at last to articulate fixedly of tile.

With respect to the related art in the above, the inventors consider that there are the following drawbacks: when the existing roof cantilever beam structure is installed, wood needs to be fixed by means of each group of rivets, so that the whole installation process has higher technical requirements on workers, the labor intensity of the installation process is high, and the improvement space exists.

SUMMERY OF THE UTILITY MODEL

In order to promote the convenience when roof is hung the roof beam installation, promote installer's labor efficiency, this application provides an assembled roof is hung a beam structure in room.

The application provides a pair of assembled roof suspended beam structure is built in room adopts following technical scheme:

the assembled roof suspended beam structure for the building comprises a square base, wherein the base is horizontally paved on the horizontal upper end surface of each group of wall bodies, two groups of telescopic rods are respectively installed on two sides of the length direction of the base, each group of telescopic rods comprises a main rod and an auxiliary rod, the main rod is inserted and slides, and a first bolt tightly abutted to the auxiliary rod is in threaded connection with an upper end pipe orifice of the main rod; the inclined lower end parts of the main rods are hinged with the base, and the inclined upper end parts of the two groups of auxiliary rods on the same side are hinged; and a cross beam is arranged on the vertical plane in the width direction of the base, and the horizontal two ends of the cross beam are coaxially hinged with the hinged points of the two sets of auxiliary rods on each side.

By adopting the technical scheme, the assembly type roof suspension beam structure comprises a base, wherein the base is square, the base is arranged on the upper end surface of a wall body, each group of wall bodies supports the base, and the base becomes a positioning foundation of the roof suspension beam structure; install each group's telescopic link of two liang of distributions on the base, mobile jib in the telescopic link is articulated with the base, vice pole and mobile jib are pegged graft and are slided, the setting of first bolt plays the effect of fixing mobile jib and vice pole, the slope upper end of two sets of vice poles is articulated, the horizontal both ends of crossbeam rotate with the vice pole pin joint of both sides and be connected, the aforesaid sets up and has realized the quick installation to this kind of roof cantilever beam structure, for the wooden roof cantilever beam structure of rivet connection, technical scheme in this application installs rapidly, it is low to installer's technical requirement, the efficiency of installation has been promoted.

Preferably, two groups of fastening bolts are vertically inserted into four groups of corner positions of the base, and the lower end parts of the fastening bolts are fixedly inserted into the upper end part of the wall body.

Through adopting above-mentioned technical scheme, each fastening bolt of group runs through the base, and fastening bolt and wall connection, above-mentioned setting makes the base more firm on the wall body, and the base is difficult for taking place to shift in wall body upper end.

Preferably, the vertical section of the cross beam is triangular.

Through adopting above-mentioned technical scheme, the vertical cross-section of crossbeam is triangle-shaped, so the later stage when carrying out laying of panel on the roof, the crossbeam that is the triangular structure makes the laminating degree between panel and the crossbeam promote.

Preferably, the inclined end surfaces at two sides of the cross beam and the upper end surface of the base at each side are connected with a plurality of groups of connecting rods in a counter-pulling manner, and each group of connecting rods is parallel to the extending direction of the telescopic rod.

Through adopting above-mentioned technical scheme, each group's connecting rod is connected base and crossbeam, and when carrying out laying of later stage panel, each group's connecting rod supports panel, makes the stability promotion of panel.

Preferably, the inside of base is fixed with the flat board that the level set up, the flat board is located the vertical below of crossbeam, a plurality of groups of upright poles that set up vertically are installed to dull and stereotyped up end, the vertical upper end of upright pole with the lower terminal surface butt of crossbeam.

Through adopting above-mentioned technical scheme, the flat board is fixed inside the base, and the pole setting is vertical to be fixed on the flat board, and the flat board supports the pole setting, and the vertical upper end of pole setting supports the crossbeam, makes the structural strength promotion of crossbeam, and the crossbeam is not flexible.

Preferably, the upright rod comprises a first rod group and a second rod group which is inserted into the first rod group in a sliding manner, and the upper end of the first rod group is in threaded connection with a second bolt with an attack end abutting against the second rod group.

Through adopting above-mentioned technical scheme, the second pole group is organized with first pole and is pegged graft the slip, and the second bolt of the upper end threaded connection of first pole group realizes fixed connection with second pole group and first pole group, and the adjustment of pole setting has been realized to the aforesaid setting, is convenient for support the crossbeam.

Preferably, the horizontal two ends of the upper end face of the flat plate are both concavely provided with vertical upwards-arranged notches, the lower end parts of the vertical rods of all groups are hinged with the notches, and the flat plate is spliced with two groups of third bolts which are respectively used for limiting the first rod group.

Through adopting above-mentioned technical scheme, the vertical lower extreme of pole setting is articulated with the notch on the flat board, and the third bolt runs through the flat board, and the third bolt carries on spacingly to the pole setting, and the aforesaid sets up the stability of having promoted the pole setting on the flat board, makes the pole setting promote the support stability of crossbeam.

Preferably, the length of the second bar set is less than the length of the first bar set, and the length of the notch is greater than the length of the first bar set.

Through adopting above-mentioned technical scheme, the second pole group can be accomodate to first pole group inside, and first pole group can be accomodate to the notch inside, has reduced the space occupation when this roof suspended beam structure is stored up.

In summary, the present application includes at least one of the following beneficial technical effects:

1. the base is provided with two groups of telescopic rods which are distributed pairwise, the main rods in the telescopic rods are hinged with the base, the auxiliary rods are inserted into the main rods to slide, the main rods and the auxiliary rods are fixed by the arrangement of the first bolts, the inclined upper ends of the two groups of auxiliary rods are hinged, and the horizontal two ends of the cross beam are rotatably connected with the hinged points of the auxiliary rods on the two sides;

2. each group of fastening bolts penetrates through the base and are connected with the wall body, the base is firmer on the wall body due to the arrangement, and the base is not easy to shift at the upper end part of the wall body; each group of connecting rods connects the base with the cross beam, and supports the plates when the plates are laid in the later period, so that the stability of the plates is improved;

3. the flat plate is fixed inside the base, the upright posts are vertically fixed on the flat plate, the flat plate supports the upright posts, and the vertical upper end parts of the upright posts support the cross beam, so that the structural strength of the cross beam is improved, and the cross beam is not easy to bend; the second rod group is inserted and slides with the first rod group, the second rod group is fixedly connected with the first rod group through a second bolt in threaded connection with the upper end of the first rod group, and the arrangement realizes adjustment of the vertical rod and is convenient for supporting the cross beam; the vertical lower end of the vertical rod is hinged with the notch on the flat plate, the third bolt penetrates through the flat plate and limits the vertical rod, and the arrangement improves the stability of the vertical rod on the flat plate and improves the support stability of the vertical rod on the cross beam; inside second pole group can be accomodate to first pole group, first pole group can be accomodate to the notch inside, space occupation when having reduced this roof suspended beam structure and having stored up.

Drawings

FIG. 1 is a schematic diagram of the overall structure of an embodiment of the present application;

FIG. 2 is an enlarged view at A in FIG. 1;

fig. 3 is an enlarged view at B in fig. 1.

Description of reference numerals: 1. a base; 11. fastening a bolt; 2. a telescopic rod; 21. a main rod; 211. a first bolt; 22. an auxiliary rod; 3. a cross beam; 4. a connecting rod; 5. a flat plate; 51. a notch; 52. erecting a rod; 521. a first set of bars; 5211. a second bolt; 522. a second set of rods; 53. a third bolt; 54. a fourth bolt; 6. a wall body.

Detailed Description

The present embodiment is only for explaining the present application, and it is not limited to the present application, and those skilled in the art can make modifications of the present embodiment without inventive contribution as needed after reading the present specification, but all of them are protected by patent law within the scope of the claims of the present application.

In order to make the objects, technical solutions and advantages of the embodiments of the present application clearer, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are some embodiments of the present application, but not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.

In addition, the term "and/or" herein is only one kind of association relationship describing an associated object, and means that there may be three kinds of relationships, for example, a and/or B, which may mean: a exists alone, A and B exist simultaneously, and B exists alone. In addition, the character "/" herein generally indicates that the former and latter related objects are in an "or" relationship, unless otherwise specified.

The present application is described in further detail below with reference to figures 1-3.

The embodiment of the application discloses assembled roof suspended beam structure is built in room. Referring to fig. 1, the assembled roof suspended beam structure for building construction comprises a square base 1, wherein the base 1 is formed by welding four groups of stainless steel square steel tubes, and an anti-rust layer is sprayed on the outer surface of the base 1. The base 1 is horizontally laid on the horizontal upper end faces of the wall bodies 6, the base 1 is matched with the upper end portions of the four vertically arranged wall bodies 6 in size, and the width of each group of steel pipes of the base 1 is the same as the thickness of each wall body 6.

Two groups of telescopic rods 2 are respectively arranged on two sides of the base 1 in the length direction, each group of telescopic rods 2 comprises a main rod 21 and an auxiliary rod 22, the main rod 21 is inserted and slides, a first bolt 211 is in threaded connection with a pipe orifice at the upper end of the main rod 21, the first bolt 211 penetrates through the pipe wall of the main rod 21, and the tapping end of the first bolt is abutted against the auxiliary rod 22, so that the lengths of the main rod 21 and the auxiliary rod 22 are fixed; the inclined lower end of the main rod 21 is hinged with the base 1, and the inclined upper ends of the two groups of auxiliary rods 22 on the same side are hinged. The planes of the telescopic rods 2 on the two sides are vertical to the plane of the base 1.

Referring to fig. 1 and 2, fastening bolts 11 vertically penetrate through the upper end face positions of four groups of right-angled corners of the base 1, the length of each group of fastening bolts 11 is greater than the thickness of the base 1, and the lower end parts of each group of fastening bolts 11 are fixedly inserted into the upper end part of the wall 6.

The middle vertical surface of the base 1 in the width direction is provided with a cross beam 3, and the horizontal two ends of the cross beam 3 are coaxially hinged with the hinged points of the two groups of auxiliary rods 22 on each side. The vertical cross section of crossbeam 3 is triangle-shaped, has connect a plurality of groups connecting rod 4 between the inclined terminal surface in both sides of crossbeam 3 and the up end of both sides base 1 to drawing between to respectively, and each group connecting rod 4 is parallel to each other, and each group connecting rod 4 is on a parallel with telescopic link 2 and with the coplane setting of telescopic link 2. The upper end parts of the groups of connecting rods 4 are welded and fixed with the cross beam 3, the lower end parts of the groups of connecting rods 4 are inserted with fourth bolts 54, and the tapping ends of the fourth bolts 54 are in threaded connection with the base 1.

Referring to fig. 1 and 3, a flat plate 5 horizontally arranged is fixed inside the base 1, the thickness of the flat plate 5 is the same as that of the base 1, the flat plate 5 is located vertically below the cross beam 3, two horizontal ends of the upper end surface of the flat plate 5 are both concavely provided with vertically upward-arranged notches 51, two groups of notches 51 are hinged to positions close to each other with vertical rods 52, each vertical rod 52 comprises a first rod group 521 and a second rod group 522 inserted and slid with the first rod group 521, the vertical upper end of the second rod group 522 is abutted to the lower end surface of the cross beam 3, and the vertical lower end of the first rod group 521 is inserted and rotated with the notches 51; the upper end of the first rod set 521 is screwed with a second bolt 5211, the tapping end of which abuts against the second rod set 522. The lower end of each group of upright rods 52 is hinged with the notch 51, and two groups of third bolts 53 which are respectively limited to the first rod group 521 are inserted into the flat plate 5. The second bar set 522 has a length less than the length of the first bar set 521, and the slot 51 has a length greater than the length of the first bar set 521.

The implementation principle of the fabricated roof suspended beam structure is built in room of this application embodiment is:

this kind of assembled roof suspended beam structure is built in room when being under construction, with the help of lifting device with this base 1 hoist to the vertical top of wall body 6, the lower terminal surface of base 1 and the up end butt of each group wall body 6 will each group fastening bolt 11 install, realize the location of base 1 on wall body 6.

Each set of telescopic rods 2 is fixed, the auxiliary rod 22 is held by hand, the auxiliary rod 22 is pulled to slide out of the main rod 21, and the first bolts 211 of each set are tightened to fix the length of each set of telescopic rods 2. At this time, the upright rods 52 accommodated in the respective groups of notches 51 are rotated to rotate the upright rods 52 to a vertical state, the third bolts 53 are inserted and retained, the second rod group 522 is pulled out from the inside of the first rod group 521, the upper end surface of the second rod group 522 is brought into contact with the lower end surface of the cross beam 3, the upright rods 52 support the cross beam 3, and the respective groups of second bolts 5211 are tightened. Finally, all the groups of connecting rods 4 are installed, the upper end parts of the connecting rods 4 are welded and fixed with the inclined end surfaces of the cross beams 3, and the lower end parts of the connecting rods 4 are fixedly connected with the base 1 through all the groups of fourth bolts 54, so that the whole installation process of the prefabricated roof suspended beam structure for building construction is completed. Above-mentioned setting has realized the quick installation to this kind of roof cantilever beam structure, for rivet connection's wood system roof cantilever beam structure, technical scheme in this application installs rapidly, and is low to installer's technical requirement, has promoted the efficiency of installation.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. The utility model provides an assembled roof suspended beam structure is built in room, is including being square base (1), its characterized in that: the base (1) is horizontally paved on the horizontal upper end face of each group of wall bodies (6), two groups of telescopic rods (2) are installed on two sides of the base (1) in the length direction, each group of telescopic rods (2) comprises a main rod (21) and an auxiliary rod (22) which is inserted into the main rod (21) in a sliding mode, and a bolt (211) which is tightly abutted to the auxiliary rod (22) is connected to the upper end pipe orifice of the main rod (21) in a threaded mode; the inclined lower end parts of the main rods (21) are hinged with the base (1), and the inclined upper end parts of the two groups of auxiliary rods (22) on the same side are hinged; and a cross beam (3) is arranged on the vertical plane in the width direction of the base (1), and the horizontal two ends of the cross beam (3) are coaxially hinged with the hinged points of the two sets of auxiliary rods (22) on each side.

2. The assembled roof suspension beam structure of claim 1, wherein: two groups of fastening bolts (11) are vertically inserted into four groups of corner positions of the base (1), and the lower end parts of the fastening bolts (11) are fixedly inserted into the upper end part of the wall body (6).

3. The assembled roof suspension girder structure for building construction according to claim 2, wherein: the vertical section of the cross beam (3) is triangular.

4. The assembled roof suspension girder structure for building construction according to claim 3, wherein: the two-side inclined end surfaces of the cross beam (3) and the upper end surfaces of the bases (1) on the sides are connected with a plurality of groups of connecting rods (4) in a split mode, and the groups of connecting rods (4) are all parallel to the extending direction of the telescopic rods (2).

5. The assembled roof suspension beam structure of claim 4, wherein: the utility model discloses a horizontal setting's pole setting, including base (1), dull and stereotyped (5) of level setting are fixed with to the inside of base (1), dull and stereotyped (5) are located the vertical below of crossbeam (3), pole setting (52) of the vertical setting of a plurality of groups are installed to the up end of dull and stereotyped (5), the vertical upper end of pole setting (52) with the lower terminal surface butt of crossbeam (3).

6. The assembled roof suspension girder structure for building construction according to claim 5, wherein: the upright rod (52) comprises a rod (521) and two rods (522) inserted and sliding with the rod (521), and the upper end part of the rod (521) is in threaded connection with two bolts (5211) with an tapping end abutting against the two rods (522).

7. The assembled roof suspension girder structure for building construction according to claim 6, wherein: the horizontal both ends of the up end of dull and stereotyped (5) all are concavely equipped with vertical notch (51) that set up, and each group the lower tip of pole setting (52) with notch (51) are articulated, it has a plurality of groups to peg graft on dull and stereotyped (5) respectively to carry out spacing three bolt (53) to a pole (521).

8. The assembled roof suspension girder structure for building construction according to claim 7, wherein: the length of the two rods (522) is less than that of the first rod (521), and the length of the notch (51) is greater than that of the first rod (521).