CN115627833A

CN115627833A - Supporting structure of building keel

Info

Publication number: CN115627833A
Application number: CN202211620991.4A
Authority: CN
Inventors: 杨邦臻
Original assignee: Individual
Current assignee: Individual
Priority date: 2022-12-16
Filing date: 2022-12-16
Publication date: 2023-01-20
Anticipated expiration: 2042-12-16
Also published as: CN115627833B; WO2024125007A1

Abstract

The utility model provides a building keel's bearing structure, includes support piece, supporting plate group and first crossbeam, support piece and first crossbeam are rectangular form side pipe, be provided with the mounting hole on support piece's the lateral wall, the mounting hole link up two lateral walls of support piece and forms two relative first breachs that set up, supporting plate group includes the backup pad, the backup pad passes two first breachs and stretches out to the outside of one of them first breach at least, the backup pad is installed on support piece through a coupling mechanism, the part that the backup pad stretches out the outside of first breach forms the support section, first crossbeam sets up in the support section and is supported. By adopting the scheme, the supporting plate is inserted on the supporting piece in a welding-free mode, and then the first beam is hoisted and fixed on the supporting plate, so that the device has the characteristics of quick pre-positioning, high assembly efficiency and low labor intensity.

Description

Supporting structure of building keel

Technical Field

The invention relates to the technical field of keel connecting structures of buildings, in particular to a supporting structure of a building keel.

Background

The keels of the existing building are usually fixed in a welding mode, but the existing building has the following defects that firstly, labor cost is high, secondly, labor intensity is high, thirdly, pre-positioning is troublesome, and fourthly, assembly efficiency is low, so that improvement is needed.

Disclosure of Invention

The invention aims to provide a supporting structure of a building keel, wherein a supporting plate is inserted on a supporting piece in a welding-free mode, and then a first cross beam is hoisted and fixed on the supporting plate. In order to achieve the purpose, the invention adopts the following technical scheme:

the utility model provides a building keel's bearing structure, includes support piece, supporting plate group and first crossbeam, support piece and first crossbeam are rectangular form side pipe, be provided with the mounting hole on support piece's the lateral wall, the mounting hole link up two lateral walls of support piece and forms two relative first breachs that set up, supporting plate group includes the backup pad, the backup pad passes two first breachs and stretches out to the outside of one of them first breach at least, the backup pad is installed on support piece through a coupling mechanism, the part that the backup pad stretches out the outside of first breach forms the support section, first crossbeam sets up in the support section and is supported.

Furthermore, the supporting section is provided with a limiting protrusion, the first cross beam is provided with a limiting hole matched with the limiting protrusion, and the limiting protrusion is arranged in the limiting hole.

Furthermore, the support plate group comprises two support plates arranged at intervals, the two support plates extend out of the support part to form two support sections arranged at intervals, and the first cross beam is supported by the two support sections.

Furthermore, spacing arch sets up at the top of supporting the section, spacing hole sets up on the lateral wall that is located the top of first crossbeam, corresponds on the lateral wall that is located the below of first crossbeam to support the section and be provided with the first hole of dodging, support the section and pass the first hole of dodging and hold the inner wall that the lateral wall that first crossbeam is located the top.

Further, the supporting member is a first upright post.

Furthermore, be provided with two spacing archs on the support section, two spacing archs are first spacing arch and the spacing arch of second respectively, and spacing hole on the first crossbeam is first spacing hole and the spacing hole of second respectively, and the lateral wall that first crossbeam is located the top is provided with first spacing hole, and the lateral wall that first crossbeam is located the below is provided with the spacing hole of second and dodges the hole with the third that first spacing hole corresponds the setting, first spacing arch passes the third and dodges the hole and set up in first spacing hole, the spacing arch of second sets up in the spacing hole of second.

Furthermore, the supporting plate penetrates through the two first gaps and extends out of the two first gaps respectively to form two supporting sections.

Furthermore, two groups of supporting plate groups are arranged on the first stand column and are arranged in two different directions of the first stand column, the supporting plates of one group of supporting plate groups and the supporting plates of the other group of supporting plate groups support the first cross beams in different directions respectively, second avoiding holes are formed in the supporting plates of one group of supporting plate groups, and the supporting plates of the other group of supporting plate groups penetrate through the second avoiding holes.

Furthermore, the supporting plates of at least one group of supporting plate groups penetrate through the two first gaps and respectively extend out of the two first gaps to form two supporting sections.

Furthermore, the first connecting mechanism is a first fastener, and the first upright post is connected with the support plate through the first fastener.

Furthermore, the first cross beam is fixedly connected with the support plate through a second fastener.

Furthermore, the supporting plate group comprises two L-shaped supporting plates arranged at intervals, each L-shaped supporting plate comprises a side plate and a supporting plate, the first cross beam is supported on the two supporting plates, and the two side plates are arranged on two sides of the first cross beam and laterally limit the first cross beam.

Further, it is fixed through second coupling mechanism between first crossbeam and the supporting plate group, second coupling mechanism includes a plurality of second coupling assembling that the length direction interval along first crossbeam set up, second coupling assembling includes picture peg and third fastener, be provided with first connecting hole on the curb plate, be provided with the second connecting hole on the first crossbeam, the picture peg includes the grafting section and sets up the erection segment in grafting section one end, the grafting section passes the second connecting hole on the first crossbeam and the first connecting hole on two curb plates, and the cross sectional dimension of grafting section matches with the size of first connecting hole and second connecting hole, the erection segment passes through the inner wall fixed connection of third fastener and curb plate, and the grafting section of a plurality of picture pegs sets up the outside at two curb plates along the length direction of first crossbeam is crisscross.

Further, the supporting member is a second beam.

Further, first breach extends the setting along vertical direction on the lateral wall of second crossbeam, first coupling mechanism is the cardboard that sets up the lower side in the backup pad and downwardly extending, the distance of the last side of backup pad to the lower side of cardboard is less than the length of first breach, the cardboard card is gone into between two lateral walls of second crossbeam.

Further, the lower side downwardly extending of the middle part of backup pad has the cardboard, and the both ends of backup pad stretch out the outside and the formation of two first breachs respectively the support section, the outside and the downward sloping setting in top of support section, spacing arch sets up the top at the support section, spacing hole sets up on the lateral wall that is located the top of first crossbeam, corresponds the support section on the lateral wall that is located the below of first crossbeam and is provided with the first hole of dodging, the support section passes the first hole of dodging and holds the inner wall that the lateral wall that first crossbeam is located the top, pass through second fastener fixed connection between first crossbeam and the backup pad.

The first supporting plate group comprises two first supporting plates arranged at intervals, the second supporting plate group comprises second supporting plates arranged at intervals, the two first supporting plates are respectively attached to the two second supporting plates, each first supporting plate comprises a first connecting section and a first supporting section arranged at one end of the corresponding first connecting section, the width of each first supporting section is larger than that of the corresponding first connecting section, one end, far away from the corresponding first supporting section, of each first connecting section is inserted into a first notch in one side of the corresponding second cross beam and extends out of a first notch in the other side of the corresponding second cross beam, each second supporting plate comprises a second connecting section and a second supporting section arranged at one end of the corresponding second connecting section, the width of each second supporting section is larger than that of the corresponding first connecting section, one end, far away from the corresponding second supporting section, of the corresponding second connecting section is inserted into a first notch in one side of the corresponding second cross beam and extends out of a first notch in the other side of the corresponding second cross beam, the first supporting section and the second connecting section are located on the same side of the corresponding second cross beam, the size of the first connecting section is matched with that of the connecting section, and the connecting section is fixedly connected with a fastener, and the connecting section is fixedly connected with the corresponding second cross beam.

Further, the fifth fastener is connected with and fixed to the end of the first cross beam, the second supporting section and the first connecting section; and the fifth fastener is connected with and fixed to the end part of the first cross beam, the first supporting section and the second connecting section.

Further, still include square tubular support column, the top of support column is pegged graft and is had the mounting panel that two intervals set up, the bottom of mounting panel extends to the inboard of support column and is connected with the lateral wall of support column through sixth fastener, and the top of mounting panel is provided with the spacing arch of third, the second crossbeam supports on the mounting panel, and the lateral wall that the second crossbeam is located the top corresponds the spacing arch of third and is provided with the spacing hole of third, and the lateral wall that the second crossbeam is located the below is provided with and supplies mounting panel male second to dodge the hole, the second crossbeam is fixed with the mounting panel through seventh fastener, be provided with the second breach that supplies first linkage segment and second linkage segment to pass on the mounting panel.

Furthermore, including two sets of backup pad groups, be respectively for the third backup pad group that stretches out to the horizontal side and the fourth backup pad group that stretches out to the top, third backup pad group includes the third backup pad that two intervals set up, and fourth backup pad group includes the fourth backup pad that two intervals set up, and third backup pad group supports the first crossbeam that the level set up, fourth backup pad group supports the fourth crossbeam that the slope set up, third backup pad and fourth backup pad are in the mutual joint of the inside of second crossbeam.

Furthermore, support piece includes third crossbeam and third stand, two the backup pad is pegged graft on the third stand, the top of backup pad is provided with the spacing arch of fourth, the top of third stand is equipped with the bellied limiting plate that makes progress, the tip of third crossbeam be provided with the spacing hole of the spacing protruding complex fourth of fourth and supply limiting plate male spacing breach, the tip of third crossbeam is supported by the backup pad and is locked with third stand, backup pad through the eighth fastener, the backup pad is kept away from the tip of third crossbeam and is stretched out the support section, first crossbeam is fixed with the backup pad through the ninth fastener.

By adopting the technical scheme, the first notch is formed in the supporting piece, the supporting plate is fixed on the supporting piece in an inserting connection mode through the first connecting mechanism, and compared with the traditional welding fixing mode or the mode that the supporting plate is directly connected with the outer wall of the supporting piece through the fastening piece, the supporting plate in the connecting mode can be connected more stably, meanwhile, the welding connecting mode is avoided, the labor cost is reduced, the pre-positioning of the supporting plate is conveniently carried out in the inserting connection mode with the supporting piece, and the mounting efficiency is improved. After the supporting plate is fixed, the end part of the supporting plate extends out of the outer side of the first notch to form a supporting section, the first cross beam can be hung on the supporting section from top to bottom by utilizing a crane, and the supporting section supports the end part of the first cross beam.

Drawings

Fig. 1 is a schematic diagram of a first embodiment.

Fig. 2 is an exploded view of the first embodiment.

Fig. 3 is a schematic view illustrating the first beam hidden according to the first embodiment.

Fig. 4 is a schematic diagram of the first embodiment.

Fig. 5 is a second schematic diagram of the second embodiment.

Fig. 6 is a schematic view of the mounting of groups of support plates to each other.

FIG. 7 is a diagram illustrating a third embodiment.

Fig. 8 is an enlarged schematic view of a portion a of fig. 7.

Fig. 9 is a schematic view of the connection of the first beam and the L-shaped support plate.

FIG. 10 is an exploded view of the fourth embodiment.

FIG. 11 is a diagram illustrating a fourth embodiment.

FIG. 12 is a schematic diagram of the fifth embodiment.

FIG. 13 is a schematic view of the fifth embodiment with the first beam hidden.

FIG. 14 is an exploded view of the fifth embodiment.

Figure 15 is a schematic diagram of a sixth example application in building.

Fig. 16 is an exploded view of the first embodiment.

Fig. 17 is an exploded view of the second embodiment.

Fig. 18 is a schematic diagram of the seventh application in building.

Fig. 19 is an enlarged schematic view of fig. 18 at D.

Fig. 20 is an exploded view of the seventh embodiment.

Detailed Description

The invention is described below with reference to the accompanying drawings and specific embodiments.

As shown in fig. 1-3, a supporting structure of a building keel comprises a supporting member, a supporting plate group 1 and a first cross beam 2, wherein the supporting member and the first cross beam 2 are rectangular square tubes, mounting holes are formed in side walls of the supporting member, the mounting holes penetrate through two side walls of the supporting member and form two first notches 3 which are arranged oppositely, the supporting plate group 1 comprises a supporting plate, the supporting plate penetrates through the two first notches 3 and extends out of at least one of the first notches 3, the supporting plate is mounted on the supporting member through a first connecting mechanism, a supporting section 4 is formed by the part of the supporting plate extending out of the first notch 3, and one end of the first cross beam 2 is arranged on the supporting section 4 and is supported.

By adopting the technical scheme, the first notch 3 is formed in the supporting piece, the supporting plate is fixed on the supporting piece in an inserting connection mode through the first connecting mechanism, and compared with the traditional welding fixing mode or the mode that the supporting plate is directly connected with the outer wall of the supporting piece through the fastening piece, the supporting plate in the connecting mode can be connected more stably, meanwhile, the welding connecting mode is avoided, the labor cost is reduced, the pre-positioning of the supporting plate is conveniently carried out in the inserting connection mode with the supporting piece, and the mounting efficiency is improved. After the supporting plate is fixed, the end part of the supporting plate extends out of the outer side of the first notch 3 to form a supporting section 4, the first cross beam 2 can be hoisted on the supporting section 4 from top to bottom by utilizing a crane, and the supporting section 4 supports the first cross beam 2.

The invention is mainly embodied in the following forms.

As shown in fig. 1-3, in the first embodiment:

the utility model provides a building keel's bearing structure, including support piece, supporting plate group 1 and first crossbeam 2, support piece and first crossbeam 2 are rectangular form side pipe, support piece is first stand 6, be provided with the mounting hole on the lateral wall of first stand 6, the mounting hole link up two lateral walls of first stand 6 and form two first breach 3 of relative setting, supporting plate group 1 includes the backup pad that two intervals set up, two backup pads stretch out the outside of support piece and form two support sections 4 that the interval set up, the backup pad passes two first breach 3 and stretches out and then form two support sections 4 to the outside of two first breach 3 respectively, first crossbeam 2 is supported by two support sections 4, the backup pad is installed on first stand 6 through a coupling mechanism, a coupling mechanism is first fastener 7.

The support section 4 is provided with spacing arch 8, is provided with on the first crossbeam 2 with spacing protruding 8 complex spacing hole, spacing arch 8 sets up in spacing hole. Specifically, two limiting protrusions 8 are arranged on the supporting section 4, the two limiting protrusions 8 are respectively a first limiting protrusion 10 and a second limiting protrusion 11, limiting holes on the first cross beam 2 are respectively a first limiting hole 12 and a second limiting hole 13, a first limiting hole 12 is arranged on the side wall of the first cross beam 2 located above, a second limiting hole 13 and a third avoiding hole 14 corresponding to the first limiting hole 12 are arranged on the side wall of the first cross beam 2 located below, the first limiting protrusion 10 penetrates through the third avoiding hole 14 and is arranged in the first limiting hole 12, and the second limiting protrusion 11 is arranged in the second limiting hole 13.

By adopting the technical scheme of the embodiment, the supporting plate extends out of the first upright post 6 to two ends to form two supporting sections 4, the supporting sections 4 are provided with the first limiting bulges 10 and the second limiting bulges 11, and the first beam 2 after being hoisted is stably supported and accurately positioned.

As shown in fig. 4-6, example two:

the utility model provides a supporting structure of building fossil fragments, includes support piece, supporting plate group 1 and first crossbeam 2, and support piece and first crossbeam 2 are rectangular form side pipe, and support piece is first stand 6, is provided with the mounting hole on the lateral wall of first stand 6, and the mounting hole link up two lateral walls of first stand 6 and form two relative first breach 3 that set up.

The supporting plate group 1 comprises two supporting plates arranged at intervals, the two supporting plates extend out of the supporting piece to form two supporting sections 4 arranged at intervals, the supporting plates penetrate through the two first gaps 3 and extend out of the outer sides of the two first gaps 3 respectively to form the two supporting sections 4, the end portions of the first cross beams 2 are supported by the two supporting sections 4, the first cross beams 2 are fixedly connected with the supporting plates through second fasteners 15, the supporting plates are installed on first stand columns 6 through first connecting mechanisms, and the first connecting mechanisms are first fasteners 7.

The supporting section 4 is provided with a limiting bulge 8, the first cross beam 2 is provided with a limiting hole 28 matched with the limiting bulge 8, and the limiting bulge 8 is arranged in the limiting hole 28. Spacing arch 8 sets up at the top of supporting section 4, and spacing hole 28 sets up on the lateral wall that is located the top of first crossbeam 2, corresponds on the lateral wall that is located the below of first crossbeam 2 and supports section 4 and be provided with first hole 16 of dodging, supports section 4 and passes first hole 16 of dodging and holds the inner wall that first crossbeam 2 is located the lateral wall of top.

In this embodiment, two sets of supporting plate groups 1 are disposed on the first upright 6, the two sets of supporting plate groups 1 are disposed in two different directions of the first upright 6, wherein the supporting plates of one set of supporting plate groups 1 and the supporting plates of the other set of supporting plate groups 1 support the first beams 2 in the two different directions respectively, the supporting plates of one set of supporting plate groups 1 are disposed with second avoiding holes 17, and the supporting plates of the other set of supporting plate groups 1 pass through the second avoiding holes 17. The supporting plates of each group of supporting plate groups 1 penetrate through the two first gaps 3 and respectively extend out of the two first gaps 3 to form two supporting sections 4.

Adopt the technical scheme of this embodiment, spacing arch 8 is spacing to first crossbeam 2, passes through 15 fixed connection of second fastener between first crossbeam 2 and the backup pad, can realize that the support of the first crossbeam 2 of four directions is fixed.

As shown in fig. 7-9, example three:

the utility model provides a supporting structure of building fossil fragments, including support piece, supporting plate group 1 and first crossbeam 2, support piece and first crossbeam 2 are rectangular form side pipe, support piece is first stand 6, be provided with the mounting hole on the lateral wall of first stand 6, the mounting hole link up two lateral walls of first stand 6 and form two first breach 3 that set up relatively, supporting plate group 1 includes the backup pad that two intervals set up, the backup pad passes two first breach 3, two backup pads stretch out the outside of first stand 6 and form two support sections 4 that the interval set up, the backup pad passes two first breach 3 and stretches out and then form two support sections 4 to the outside of two first breach 3 respectively, the tip of first crossbeam 2 is supported by two support sections 4, the backup pad is installed on first stand 6 through a coupling mechanism, a coupling mechanism is first fastener 7.

In this embodiment, the supporting plate group 1 includes two spaced L-shaped supporting plates, each of the L-shaped supporting plates includes a side plate 18 and a supporting plate 19, the first beam 2 is supported on the two supporting plates 19, and the two side plates 18 are disposed on two sides of the first beam 2 and laterally limit the first beam 2. The first cross beam 2 and the support plate group 1 are fixed through a second connecting mechanism, the second connecting mechanism comprises a plurality of second connecting assemblies arranged at intervals along the length direction of the first cross beam 2, each second connecting assembly comprises an inserting plate 20 and a third fastener 21, a first connecting hole 22 is formed in each side plate 18, a second connecting hole 23 is formed in each first cross beam 2, each inserting plate 20 comprises an inserting section 24 and an installing section 25 arranged at one end of each inserting section 24, each inserting section 24 penetrates through the corresponding second connecting hole 23 in each first cross beam 2 and the corresponding first connecting hole 22 in each side plate 18, the cross section of each inserting section 24 is matched with the corresponding first connecting hole 22 and the corresponding second connecting hole 23 in size, each installing section 25 is fixedly connected with the inner wall of each side plate 18 through the corresponding third fastener 21, and the inserting sections 24 of the plurality of inserting plates 20 are arranged on the outer sides of the corresponding two side plates 18 in a staggered mode along the length direction of the first cross beam 2.

In the present embodiment, the first beam 2 is supported by an L-shaped support plate and then fixed by an insert plate 20 of a special structure and a third fastening member 21.

As shown in fig. 10 and 11, the fourth embodiment:

the utility model provides a supporting structure of building fossil fragments, including support piece, supporting plate group 1 and first crossbeam 2, support piece and first crossbeam 2 are rectangular form side pipe, support piece is second crossbeam 26, be provided with the mounting hole on the lateral wall of second crossbeam 26, the mounting hole link up two lateral walls of second crossbeam 26 and form two first breach 3 that set up relatively, supporting plate group 1 includes the backup pad that two intervals set up, the backup pad passes two first breach 3, two backup pads stretch out the outside of second crossbeam 26 and form two support sections 4 that the interval set up, the backup pad passes two first breach 3 and stretches out and then form two support sections 4 to the outside of two first breach 3 respectively, the tip of first crossbeam 2 is supported by two support sections 4. The supporting section 4 is provided with a limiting bulge 8, the first cross beam 2 is provided with a limiting hole 28 matched with the limiting bulge 8, and the limiting bulge 8 is arranged in the limiting hole 28.

In this embodiment, the first notch 3 is formed in the sidewall of the second cross member 26 along the vertical direction, the first connecting mechanism is a clamping plate 27 which is formed on the lower side of the supporting plate and extends downward, the distance from the upper side of the supporting plate to the lower side of the clamping plate 27 is smaller than the length of the first notch 3, and the clamping plate 27 is clamped between two sidewalls of the second cross member 26.

Lower side downwardly extending of the middle part of backup pad has cardboard 27, the both ends of backup pad are stretched out the outside of two first breach 3 respectively and are formed support section 4, the outside and downward sloping setting in top of support section 4, spacing arch 8 sets up the top at support section 4, spacing hole 28 sets up on the lateral wall that is located the top of first crossbeam 2, it is provided with first hole 16 of dodging to correspond support section 4 on the lateral wall of first crossbeam 2 that is located the below, support section 4 passes first hole 16 of dodging and holds the inner wall that first crossbeam 2 is located the lateral wall of top, pass through second fastener 15 fixed connection between first crossbeam 2 and the backup pad.

Adopt the technical scheme of this embodiment, can realize the high-speed joint of second crossbeam 26 and two first crossbeams 2, the mode is also that first crossbeam 2 is supported by the support section 4 of second crossbeam 26 tip through the hoist and mount, and spacing arch 8 is spacing to first crossbeam 2, locks through second fastener 15. Whole connected mode has avoided the welding to fix, and can carry out accurate location through spacing arch 8, and this kind of structure can be used in the connection between each fossil fragments of building roof edge.

As shown in fig. 12-14, example five:

the utility model provides a support structure of building fossil fragments, including support piece, supporting plate group 1 and first crossbeam 2, support piece and first crossbeam 2 are rectangular form side pipe, support piece is second crossbeam 26, be provided with the mounting hole on the lateral wall of second crossbeam 26, the mounting hole link up two lateral walls of second crossbeam 26 and form two first breach 3 of relative setting, supporting plate group 1 includes the backup pad that two intervals set up, the backup pad passes two first breach 3, the backup pad is installed on second crossbeam 26 through first coupling mechanism, two backup pads stretch out the outside of second crossbeam 26 and form two support sections 4 that the interval set up, the backup pad passes two first breach 3 and stretches out and then form two support sections 4 to the outside of two first breach 3 respectively, the tip of first crossbeam 2 is supported by two support sections 4. The supporting section 4 is provided with a limiting bulge 8, the first cross beam 2 is provided with a limiting hole 28 matched with the limiting bulge 8, and the limiting bulge 8 is arranged in the limiting hole 28.

In this embodiment, two support plate groups 1 are included, which are a first support plate group and a second support plate group, respectively, the first support plate group includes two first support plates 29 arranged at intervals, the second support plate group includes two second support plates 30 arranged at intervals, the two first support plates 29 are respectively attached to the two second support plates 30, the first support plates 29 include first connection sections 31 and first support sections 32 arranged at one ends of the first connection sections 31, the width of the first support sections 32 is greater than that of the first connection sections 31, one ends of the first connection sections 31 far away from the first support sections 32 are inserted from the first gaps 3 at one side of the second cross beams 26 and extend out from the first gaps 3 at the other side of the second cross beams 26, the second support plates 30 include second connection sections 33 and second support sections 34 arranged at one ends of the second connection sections 33, the width of the second supporting section 34 is greater than that of the first supporting section 31, one end of the second supporting section 33, which is far away from the second supporting section 34, is inserted into the first notch 3 on one side of the second beam 26 and extends out of the first notch 3 on the other side of the second beam 26, the first supporting section 32 and the second connecting section 33 are located on the same side of the beam, the size of the first notch 3 is matched with that of the connecting section and the second connecting section 33, the first supporting section 32 and the second connecting section 33 are fixedly connected through a fifth fastener (not shown in the figure), the second supporting section 34 and the first connecting section 31 are fixedly connected through a fifth fastener 35, and the end parts of two first beams 2 on two sides of the second beam 26 are respectively supported on the first supporting section 32 and the second supporting section 34.

The fifth fastening member 35 connects and fixes the end of the first cross member 2, the second support section 34, and the first connecting section 31; the fifth fastening member 35 connects and fixes the end of the first cross member 2, the first support section 32, and the second connecting section 33. Still include square tubular's support column 36, the top of support column 36 is pegged graft and is had two mounting panels 37 that the interval set up, the bottom of mounting panel 37 extends to the inboard of support column 36 and is connected with the lateral wall of support column 36 through sixth fastener 38, the top of mounting panel 37 is provided with third spacing protruding 39, second crossbeam 26 supports on mounting panel 37, the lateral wall that second crossbeam 26 is located the top is provided with the spacing hole 40 of third corresponding third spacing protruding 39, the lateral wall that second crossbeam 26 is located the below is provided with the second that supplies mounting panel 37 to insert and dodges hole 17, second crossbeam 26 is fixed with mounting panel 37 through seventh fastener 41, be provided with the second breach 42 that supplies first linkage segment 31 and second linkage segment 33 to pass on the mounting panel 37.

The installation method of this embodiment is as follows, first two mounting plates 37 are inserted on the support column 36 and fixed by the sixth fastener 38, then the second beam 26 is installed, the second beam 26 is fixed with the mounting plates 37 by the seventh fastener 41, finally the first support plate 29 and the second support plate 30 are respectively inserted into the first gap 3 in the transverse direction, and the first beam 2 is hoisted at both ends and fixed by the fifth fastener 35. This embodiment enables connection between the inclined support column 36 and the first and

second beams

2, 26.

As shown in fig. 15-17, example six:

the utility model provides a supporting structure of building fossil fragments, including support piece, supporting plate group 1 and first crossbeam 2, support piece and first crossbeam 2 are rectangular form side pipe, support piece is second crossbeam 26, be provided with the mounting hole on the lateral wall of second crossbeam 26, the mounting hole link up two lateral walls of second crossbeam 26 and form two first breach 3 that set up relatively, supporting plate group 1 includes the backup pad that two intervals set up, first breach 3 is passed to the backup pad, two backup pads stretch out the outside of second crossbeam 26 and form two support sections 4 that the interval set up, the tip of first crossbeam 2 is supported by two support sections 4. The supporting section 4 is provided with a limiting bulge 8, a limiting hole 28 matched with the limiting bulge 8 is formed in the first cross beam 2, the limiting bulge 8 is arranged in the limiting hole 28, the supporting plate is installed on the second cross beam 26 through a first connecting mechanism, and the first connecting mechanism is a first fastener 7.

Specifically, in this embodiment, the support device includes two support plate groups 1, which are a third support plate group extending to the horizontal side and a fourth support plate group extending upward, respectively, where the third support plate group includes two third support plates 43 arranged at intervals, the fourth support plate group includes two fourth support plates 44 arranged at intervals, the third support plate group supports the first cross beam 2 arranged horizontally, the fourth support plate group supports the fourth cross beam 45 arranged obliquely, the third support plate 43 and the fourth support plate 44 are clamped inside the second cross beam 26, and the third support plate 43 and the fourth support plate 44 are provided with a clamping groove 46 at a clamping position.

By adopting the technical scheme of the embodiment, the connection of the two transverse keels and the oblique keels at the corners of the building can be realized.

As shown in fig. 18-20, example seven:

the utility model provides a supporting structure of building fossil fragments, including support piece, supporting plate group 1 and first crossbeam 2, support piece and first crossbeam 2 are rectangular form side pipe, be provided with the mounting hole on support piece's the lateral wall, the mounting hole link up two lateral walls of support piece and form two first breach 3 that set up relatively, supporting plate group 1 includes the backup pad that two intervals set up, the backup pad passes two first breach 3 and stretches out to the outside of one of them first breach 3, two backup pads stretch out the outside of support piece and form two support sections 4 that the interval set up, the backup pad is installed on support piece through a coupling mechanism, first crossbeam 2 sets up on two support sections 4 and is supported. The supporting section 4 is provided with a limiting bulge 8, the first cross beam 2 is provided with a limiting hole 28 matched with the limiting bulge 8, and the limiting bulge 8 is arranged in the limiting hole 28.

In this embodiment, the supporting member includes a third cross beam 47 and a third upright post 48, the two supporting plates are inserted into the third upright post 48, a fourth limiting protrusion 49 is disposed on the top of the supporting plate, a limiting plate 50 protruding upward is disposed on the top of the third upright post 48, a fourth limiting hole 28 matched with the fourth limiting protrusion 49 and a limiting notch 51 for inserting the limiting plate 50 are disposed on the end of the third cross beam 47, the end of the third cross beam 47 is supported by the supporting plate and locked with the third upright post 48 and the supporting plate through an eighth fastener 52, a first end of the supporting plate far away from the third cross beam 47 extends out of the supporting section 4, and the first cross beam 2 is fixed with the supporting plate through a ninth fastener 53.

By adopting the technical scheme of the embodiment, the connection of two transversely arranged keels and one longitudinally arranged keel of a building can be realized.

The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications, combinations and variations may be made by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention should be included in the scope of the claims of the present invention.

Claims

1. The utility model provides a support structure of building fossil fragments which characterized in that: including support piece, supporting plate group and first crossbeam, support piece and first crossbeam are rectangular form side pipe, be provided with the mounting hole on support piece's the lateral wall, the mounting hole link up two lateral walls of support piece and forms two relative first breachs that set up, supporting plate group includes the backup pad, the backup pad passes two first breachs and stretches out to the outside of one of them first breach at least, the backup pad is installed on support piece through a coupling mechanism, the part that the backup pad stretches out the outside of first breach forms the support section, first crossbeam sets up on the support section and is supported.

2. The support structure for a building keel according to claim 1, wherein: the supporting section is provided with a limiting bulge, a limiting hole matched with the limiting bulge is formed in the first cross beam, and the limiting bulge is arranged in the limiting hole.

3. The support structure of a building keel according to claim 2, wherein: the supporting plate group comprises two supporting plates arranged at intervals, the two supporting plates extend out of the supporting piece to form two supporting sections arranged at intervals, and the first cross beam is supported by the two supporting sections.

4. A support structure for a building keel according to claim 2, wherein: the spacing arch is arranged at the top of the supporting section, the spacing hole is arranged on the side wall, located above, of the first cross beam, the corresponding supporting section on the side wall, located below, of the first cross beam is provided with a first avoiding hole, and the supporting section penetrates through the first avoiding hole and holds the inner wall of the side wall, located above, of the first cross beam.

5. A support structure for a building keel according to claim 3, wherein: the support member is a first upright post.

6. The support structure for a building keel according to claim 5, wherein: the support section is provided with two limiting protrusions, the two limiting protrusions are respectively a first limiting protrusion and a second limiting protrusion, limiting holes in the first cross beam are respectively a first limiting hole and a second limiting hole, the side wall of the first cross beam above the first cross beam is provided with a first limiting hole, the side wall of the first cross beam below the first cross beam is provided with a second limiting hole and a third avoiding hole corresponding to the first limiting hole, the first limiting protrusion penetrates through the third avoiding hole and is arranged in the first limiting hole, and the second limiting protrusion is arranged in the second limiting hole.

7. The support structure of a building keel according to claim 5, wherein: the supporting plate penetrates through the two first notches and extends out of the outer sides of the two first notches respectively to form two supporting sections.

8. The support structure of a building keel according to claim 5, wherein: the first stand column is provided with two groups of supporting plate groups, the two groups of supporting plate groups are arranged in two different directions of the first stand column, supporting plates of one group of supporting plate groups and supporting plates of the other group of supporting plate groups respectively support first cross beams in different directions, second avoiding holes are formed in the supporting plates of one group of supporting plate groups, and the supporting plates of the other group of supporting plate groups penetrate through the second avoiding holes.

9. The support structure for a building keel according to claim 8, wherein: wherein the supporting plates of at least one group of supporting plate groups penetrate through the two first gaps and respectively extend out of the two first gaps to form two supporting sections.

10. The support structure for a building keel according to claim 5, wherein: the first connecting mechanism is a first fastener, and the first upright post is connected with the supporting plate through the first fastener.

11. A support structure for a building keel according to claim 3, wherein: and the first cross beam is fixedly connected with the support plate through a second fastener.

12. The support structure of a building keel according to claim 1, wherein: the support piece is a first upright post, the support plate group comprises two L-shaped support plates arranged at intervals, each L-shaped support plate comprises a side plate and a support plate, the first cross beam is supported on the two support plates, and the two side plates are arranged on two sides of the first cross beam and laterally limit the first cross beam.

13. A support structure for a building keel according to claim 12, wherein: fixed through second coupling mechanism between first crossbeam and the backup pad group, second coupling mechanism includes a plurality of second coupling assembling that the length direction interval along first crossbeam set up, second coupling assembling includes picture peg and third fastener, be provided with first connecting hole on the curb plate, be provided with the second connecting hole on the first crossbeam, the picture peg includes grafting section and the erection section of setting in grafting section one end, the grafting section passes the second connecting hole on the first crossbeam and the first connecting hole on two curb plates, and the cross sectional dimension of grafting section matches with the size of first connecting hole and second connecting hole, the erection section passes through the inner wall fixed connection of third fastener and curb plate, and the length direction of the grafting section along first crossbeam of a plurality of picture pegs sets up in the outside of two curb plates in a staggered way.

14. A support structure for a building keel according to claim 3, wherein: the support member is a second beam.

15. A support structure for a building keel according to claim 14, wherein: the first notch extends along the vertical direction on the side wall of the second cross beam, the first connecting mechanism is a clamping plate which is arranged on the lower side edge of the supporting plate and extends downwards, the distance from the upper side edge of the supporting plate to the lower side edge of the clamping plate is smaller than the length of the first notch, and the clamping plate is clamped between the two side walls of the second cross beam.

16. A support structure for a building keel according to claim 15, wherein: the downside limit downwardly extending of the mid portion of backup pad has the cardboard, and the both ends of backup pad are stretched out the outside and the formation of two first breachs respectively support the section, the top of supporting the section outwards and the downward sloping setting, spacing arch sets up the top at the support section, spacing hole sets up on the lateral wall that is located the top of first crossbeam, corresponds on the lateral wall that is located the below of first crossbeam and supports the section and be provided with the first hole of dodging, support the section and pass the first hole of dodging and hold the inner wall that the lateral wall that first crossbeam is located the top, pass through second fastener fixed connection between first crossbeam and the backup pad.

17. A support structure for a building keel according to claim 14, wherein: the first supporting plate group comprises two supporting plate groups, the two supporting plate groups comprise two first supporting plates arranged at intervals, the second supporting plate group comprises second supporting plates arranged at intervals, the two first supporting plates are attached to the two second supporting plates respectively, the first supporting plates comprise first connecting sections and first supporting sections arranged at one ends of the first connecting sections, the width of each first supporting section is larger than that of each first connecting section, one ends of the first supporting sections are far away from the first connecting sections, the first supporting sections are inserted from first gaps of one sides of the second cross beams and extend out from first gaps of the other sides of the second cross beams, the second supporting plates comprise second connecting sections and second supporting sections arranged at one ends of the second connecting sections, the width of each second supporting section is larger than that of the first connecting sections, one ends of the second supporting sections are far away from the second connecting sections, the second supporting sections are inserted from first gaps of one sides of the second cross beams and extend out from first gaps of the other sides of the second cross beams, the first supporting sections and the second connecting sections are fixedly connected with fasteners through the first connecting sections, and the connecting fasteners are fixedly connected with the first supporting sections.

18. A support structure for a building keel according to claim 17, wherein: the fifth fastener is connected and fixed with the end part of the first cross beam, the second supporting section and the first connecting section; and the fifth fastener is connected and fixed with the end part of the first cross beam, the first supporting section and the second connecting section.

19. A support structure for a building keel according to claim 17, wherein: still include square tubular support column, the top of support column is pegged graft and is had the mounting panel that two intervals set up, the bottom of mounting panel extends to the inboard of support column and is connected with the lateral wall of support column through the sixth fastener, and the top of mounting panel is provided with the spacing arch of third, the second crossbeam supports on the mounting panel, and the lateral wall that the second crossbeam is located the top corresponds the spacing arch of third and is provided with the spacing hole of third, and the lateral wall that the second crossbeam is located the below is provided with and supplies mounting panel male second to dodge the hole, the second crossbeam is fixed with the mounting panel through the seventh fastener, be provided with the second breach that supplies first linkage segment and second linkage segment to pass on the mounting panel.

20. A support structure for a building keel according to claim 14, wherein: including two sets of backup pad groups, be respectively for the third backup pad group that stretches out to the horizontal side and the fourth backup pad group that stretches out to the top, third backup pad group includes the third backup pad that two intervals set up, and fourth backup pad group includes the fourth backup pad that two intervals set up, and third backup pad group supports the first crossbeam that the level set up, fourth backup pad group supports the fourth crossbeam that the slope set up, third backup pad and fourth backup pad are in the mutual joint of the inside of second crossbeam.

21. A support structure for a building keel according to claim 3, wherein: the support piece comprises a third cross beam and a third stand column, the support plate is spliced on the third stand column, the top of the support plate is provided with a fourth limiting protrusion, the top of the third stand column is provided with a limiting plate protruding upwards, the end part of the third cross beam is provided with a fourth limiting hole matched with the fourth limiting protrusion and a limiting notch for inserting the limiting plate, the end part of the third cross beam is supported by the support plate and is locked with the third stand column and the support plate through an eighth fastener, the end part of the support plate, far away from the third cross beam, extends out of the support section, and the first cross beam is fixed with the support plate through a ninth fastener.