CN115627833B

CN115627833B - Supporting structure of building keel

Info

Publication number: CN115627833B
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: 2024-05-31
Anticipated expiration: 2042-12-16
Also published as: WO2024125007A1; CN115627833A

Abstract

The utility model provides a bearing structure of building fossil fragments, includes support piece, backup pad group and first crossbeam, support piece and first crossbeam are rectangular square pipe, be provided with the mounting hole on the lateral wall of support piece, the mounting hole link up two lateral walls of support piece and form two relative first breach that set up, the backup pad 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 passes through first coupling mechanism and installs on support piece, the backup pad stretches out the part in the outside of first breach and forms the supporting section, first crossbeam sets up on the supporting section and is supported. By adopting the scheme, the supporting plate is spliced 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 welding-free welding machine has the characteristics of rapid 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 prior keels of the building are usually fixed in a welding mode, but the prior building has the defects of high labor cost, high labor intensity, troublesome pre-positioning and low assembly efficiency, 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 spliced on a supporting piece in a welding-free mode, and then a first beam is hoisted and fixed on the supporting plate, so that the supporting structure has the characteristics of quick pre-positioning, high assembly efficiency and low labor intensity. In order to achieve the above purpose, the invention adopts the following technical scheme:

the utility model provides a bearing structure of building fossil fragments, includes support piece, backup pad group and first crossbeam, support piece and first crossbeam are rectangular square pipe, be provided with the mounting hole on the lateral wall of support piece, the mounting hole link up two lateral walls of support piece and form two relative first breach that set up, the backup pad 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 passes through first coupling mechanism and installs on support piece, the backup pad stretches out the part in the outside of first breach and forms the supporting section, first crossbeam sets up on the supporting section and is supported.

Further, the support section is provided with spacing protruding, be provided with on the first crossbeam with spacing protruding complex spacing hole, spacing protruding setting is in spacing hole.

Further, the backup pad group includes two backup pads that the interval set up, and two backup pads stretch out to the outside of support piece and form two interval set up's support section, first crossbeam is supported by two support sections.

Further, the 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 the supporting section on the lateral wall that is located the below of first crossbeam and is provided with first hole of dodging, the supporting section passes first hole of dodging and holds in the palm the lateral wall that first crossbeam is located the top.

Further, the support member is a first upright.

Further, be provided with two spacing archs on the support section, two spacing archs are first spacing arch and second spacing arch respectively, and spacing hole on the first crossbeam is first spacing hole and second spacing hole respectively, and the lateral wall that the first crossbeam is located the top is provided with first spacing hole, and the lateral wall that the first crossbeam is located the below is provided with the second spacing hole 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.

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

Further, two groups of support plate groups are arranged on the first upright post, the two groups of support plate groups are arranged on different directions of the first upright post, the support plates of one group of support plate groups and the support plates of the other group of support plate groups respectively support first cross beams on different directions, the support plates of one group of support plate groups are provided with second avoidance holes, and the support plates of the other group of support plate groups penetrate through the second avoidance holes.

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

Further, the first connecting mechanism is a first fastening piece, and the first upright post is connected with the supporting plate through the first fastening piece.

Further, the first cross beam is fixedly connected with the supporting plate through a second fastening piece.

Further, the backup pad group includes the L type backup pad that two intervals set up, L type backup pad includes curb plate and layer board, first crossbeam supports on two layer boards, and two curb plates set up in the both sides of first crossbeam and carry out the side direction spacing to first crossbeam.

Further, the first crossbeam is fixed through second coupling mechanism between the backup pad group, second coupling mechanism includes a plurality of second coupling assembling that set up along the length direction interval of first crossbeam, 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 installation segment 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-section size of grafting section matches with the size of first connecting hole and second connecting hole, the installation segment passes through the inner wall fixed connection of third fastener and curb plate, and the grafting section of a plurality of picture peg is crisscross to be set up in the outside of two curb plates along the length direction of first crossbeam.

Further, the support member is a second cross beam.

Further, the first notch extends along the vertical direction on the side wall of the second 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 beam.

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 of two first breachs respectively and form the supporting section, the top of supporting section outwards and downward sloping setting, spacing arch sets up at the top of supporting section, spacing hole sets up on the lateral wall that is located the top of first crossbeam, and the corresponding supporting section is provided with first hole of dodging on the lateral wall that is located the below of first crossbeam, the supporting section passes first hole of dodging and holds the lateral wall that first crossbeam is located the top, through second fastener fixed connection between first crossbeam and the backup pad.

Further, including two sets of backup pad groups, be first backup pad group and second backup pad group respectively, first backup pad group includes the first backup pad that two intervals set up, second backup pad group includes the second backup pad that the interval set up, two first backup pads paste mutually with two second backup pads respectively, first backup pad includes first linkage segment and the first bracing segment of setting in first linkage segment one end, the width of first bracing segment is greater than the width of first linkage segment, first linkage segment is kept away from first linkage segment one end and is inserted and stretch out from the first breach of second crossbeam opposite side from the first breach of one side of second crossbeam, the second backup pad includes second linkage segment and sets up the second bracing segment in second linkage segment one end, the width of second bracing segment is greater than the width of first linkage segment, second linkage segment is kept away from the first breach of one side of second crossbeam and is inserted and stretches out from the first breach of second crossbeam opposite side, first bracing segment and second linkage segment are located the same side of crossbeam, the size of first breach and second linkage segment and the first tie-in the first fastener of second crossbeam opposite side, the first linkage segment is connected with the first linkage segment, the first fastener is connected with the first both sides.

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

Further, still include square tubular support column, peg graft on the top of support column has 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 the second of supplying the mounting panel male and dodges 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.

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

Further, 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 spacing board that makes progress bellied, the tip of third crossbeam is provided with the spacing protruding complex fourth spacing hole of fourth and supplies spacing board male spacing breach, the tip of third crossbeam is supported and is locked with third stand, backup pad through eighth fastener by the backup pad, the backup pad is kept away from the tip of third crossbeam one stretches out the supporting section, the first crossbeam is fixed with the backup pad through 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 a plugging installation mode through the first connecting mechanism, and compared with the traditional welding fixation or the connection between the supporting plate and the outer wall of the supporting piece directly through the fastening piece, the supporting plate in the connection mode can realize more stable connection, meanwhile, the welding connection mode is avoided, the labor cost is reduced, the supporting plate is conveniently pre-positioned in a plugging mode with the supporting piece, and the installation efficiency is improved. After the backup pad is fixed, its tip stretches out the outside of first breach and forms the supporting section, and the hoist and mount of can follow down utilizing the loop wheel machine on the supporting section of first crossbeam, the supporting section supports the tip of first crossbeam.

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 of the first beam hidden in the first embodiment.

Fig. 4 is a schematic diagram of a second embodiment.

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

Fig. 6 is a schematic view of the mounting of the sets of support plates with respect to each other.

Fig. 7 is a schematic diagram of a third embodiment.

Fig. 8 is an enlarged schematic view at a in fig. 7.

Fig. 9 is a schematic view of the connection of the first cross member to the L-shaped support plate.

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

Fig. 11 is a schematic diagram of a fourth embodiment.

Fig. 12 is a schematic diagram of a fifth embodiment.

Fig. 13 is a schematic view of a hidden first beam in a fifth embodiment.

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

Fig. 15 is a schematic view of a sixth embodiment applied in a building.

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

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

Fig. 18 is a schematic diagram of a seventh embodiment applied in a building.

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

Fig. 20 is an exploded view of embodiment seven.

Detailed Description

The invention will now be described with reference to the drawings and specific embodiments.

As shown in fig. 1-3, a supporting structure of a building keel comprises a supporting piece, a supporting plate group 1 and a first cross beam 2, wherein the supporting piece and the first cross beam 2 are rectangular square tubes, mounting holes are formed in the side walls of the supporting piece, the mounting holes penetrate through the two side walls of the supporting piece and form two opposite first gaps 3, the supporting plate group 1 comprises a supporting plate, the supporting plate penetrates through the two first gaps 3 and extends out of at least one first gap 3, the supporting plate is mounted on the supporting piece through a first connecting mechanism, a supporting section 4 is formed in the portion, extending out of the first gaps 3, of the supporting plate, and one end of the first cross beam 2 is arranged on the supporting section 4 and 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 a plugging installation mode through the first connecting mechanism, and compared with the traditional welding fixation or the connection of the supporting plate and the outer wall of the supporting piece directly through the fastening piece, the supporting plate in the connection mode can realize more stable connection, meanwhile, the welding connection mode is avoided, the labor cost is reduced, the supporting plate is conveniently pre-positioned in a plugging mode with the supporting piece, and the installation efficiency is improved. After the supporting plate is fixed, the end part of the supporting plate extends out 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 using a crane, and the supporting section 4 supports the first cross beam 2.

The present invention mainly comprises the following examples.

As shown in fig. 1-3, embodiment one: the utility model provides a bearing structure of building fossil fragments, including support piece, backup pad group 1 and first crossbeam 2, support piece and first crossbeam 2 are rectangular form square 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 relative first breach 3 that set up, backup pad group 1 includes the backup pad that two intervals set up, two backup pads stretch out the outside of support piece and form the supporting section 4 that two intervals set up, the backup pad passes two first breach 3 and stretches out and then form two supporting sections 4 to the outside of two first breach 3 respectively, first crossbeam 2 is supported by two supporting sections 4, the backup pad passes through first coupling mechanism and installs on first stand 6, first coupling mechanism is first fastener 7.

The support section 4 is provided with a limiting protrusion 8, a limiting hole matched with the limiting protrusion 8 is formed in the first cross beam 2, and the limiting protrusion 8 is arranged in the limiting hole. Specifically, be provided with two spacing protruding 8 on the support section 4, two spacing protruding 8 are first spacing protruding 10 and the spacing protruding 11 of second respectively, spacing hole on the first crossbeam 2 is first spacing hole 12 and the spacing hole 13 of second respectively, the lateral wall that the first crossbeam 2 is located the top is provided with first spacing hole 12, the lateral wall that the first crossbeam 2 is located the below is provided with the spacing hole 13 of second and dodges the hole 14 with the third that the spacing hole 12 corresponds the setting, first spacing protruding 10 passes the third and dodges hole 14 and set up in first spacing hole 12, the spacing protruding 11 of second sets up in the spacing hole 13 of second.

By adopting the technical scheme of the embodiment, the supporting plate stretches out from the first upright 6 to two ends to form two supporting sections 4, and the supporting sections 4 are provided with a first limiting protrusion 10 and a second limiting protrusion 11, so that the lifted first cross beam 2 is stably supported and accurately positioned.

As shown in fig. 4-6, embodiment two: the utility model provides a bearing structure of building fossil fragments, includes support piece, backup pad group 1 and first crossbeam 2, and support piece and first crossbeam 2 are rectangular form side's 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 the first breach 3 of two relative settings.

The backup pad group 1 includes the backup pad that two intervals set up, and two backup pads stretch out to the outside of support piece and form the supporting section 4 that two intervals set up, and the backup pad passes two first breach 3 and stretches out and then form two supporting sections 4 to the outside of two first breach 3 respectively, and the tip of first crossbeam 2 is supported by two supporting sections 4, through second fastener 15 fixed connection between first crossbeam 2 and the backup pad, and the backup pad passes through first coupling mechanism and installs on first stand 6, and first coupling mechanism is first fastener 7.

The support section 4 is provided with a limiting protrusion 8, the first cross beam 2 is provided with a limiting hole 28 matched with the limiting protrusion 8, and the limiting protrusion 8 is arranged in the limiting hole 28. The 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, and the corresponding supporting section 4 is provided with first hole 16 of dodging on the lateral wall that is located the below of first crossbeam 2, and supporting section 4 passes first hole 16 of dodging and holds in the palm the lateral wall that is located the top of first crossbeam 2.

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

By adopting the technical scheme of the embodiment, the limiting protrusion 8 limits the first cross beam 2, and the first cross beam 2 is fixedly connected with the supporting plate through the second fastening piece 15, so that the supporting and fixing of the first cross beam 2 in four directions can be realized.

As shown in fig. 7-9, embodiment three: the utility model provides a bearing structure of building fossil fragments, including support piece, backup pad group 1 and first crossbeam 2, support piece and first crossbeam 2 are rectangular form square 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 relative first breach 3 that set up, backup pad 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 the supporting section 4 that two intervals set up, the backup pad passes two first breach 3 and stretches out and then form two supporting sections 4 to the outside of two first breach 3 respectively, the tip of first crossbeam 2 is supported by two supporting sections 4, the backup pad passes through first coupling mechanism and installs on first stand 6, first coupling mechanism is first fastener 7.

In this embodiment, the support plate set 1 includes two L-shaped support plates disposed at intervals, each L-shaped support plate includes a side plate 18 and a support plate 19, the first beam 2 is supported on the two support plates 19, and the two side plates 18 are disposed on both 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 components which are arranged at intervals along the length direction of the first cross beam 2, the second connecting components comprise a plugboard 20 and a third fastening piece 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 plugboard 20 comprises a plugboard section 24 and a mounting section 25 which is arranged at one end of each plugboard section 24, each plugboard 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 size of each plugboard section 24 is matched with the size of each first connecting hole 22 and the corresponding second connecting hole 23, each mounting section 25 is fixedly connected with the inner wall of each side plate 18 through the corresponding third fastening piece 21, and the plugboards 20 are arranged outside the two side plates 18 in a staggered mode along the length direction of each plugboard 20.

In the present embodiment, the first cross member 2 is supported by an L-shaped support plate and then fixed by a specially constructed insert plate 20 and a third fastener 21.

As shown in fig. 10 and 11, embodiment four: the utility model provides a bearing structure of building fossil fragments, including support piece, backup pad group 1 and first crossbeam 2, support piece and first crossbeam 2 are rectangular form square 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 relative first breach 3 that set up, backup pad 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 the supporting section 4 that two intervals set up, the backup pad passes two first breach 3 and stretches out and then form two supporting sections 4 to the outside of two first breach 3 respectively, the tip of first crossbeam 2 is supported by two supporting sections 4. The support section 4 is provided with a limiting protrusion 8, the first cross beam 2 is provided with a limiting hole 28 matched with the limiting protrusion 8, and the limiting protrusion 8 is arranged in the limiting hole 28.

In this embodiment, the first notch 3 extends in the vertical direction on the side wall of the second beam 26, the first connection mechanism is a clamping plate 27 that is disposed on the lower side edge of the supporting plate and extends downward, and the distance from the upper side edge of the supporting plate to the lower side edge of the clamping plate 27 is smaller than the length of the first notch 3, and the clamping plate 27 is clamped between the two side walls of the second beam 26.

The lower side downwardly extending of the middle part of backup pad has cardboard 27, the both ends of backup pad stretch out the outside of two first breach 3 respectively and form support section 4, the outside and downward sloping setting in top of support section 4, spacing arch 8 sets up at the top of support section 4, spacing hole 28 sets up on the lateral wall that lies in the top of first crossbeam 2, it dodges hole 16 to be provided with first on the lateral wall that lies in the below of first crossbeam 2 corresponds support section 4, support section 4 passes first dodges hole 16 and holds in the lateral wall that first crossbeam 2 lies in the top, pass through second fastener 15 fixed connection between first crossbeam 2 and the backup pad.

By adopting the technical scheme of the embodiment, the second cross beam 26 and the two first cross beams 2 can be quickly connected, the first cross beam 2 is supported by the supporting section 4 at the end part of the second cross beam 26 through hoisting, and the limiting protrusion 8 limits the first cross beam 2 and is locked through the second fastening piece 15. The whole connection mode avoids the fixation by welding, and can accurately position through the limiting bulge 8, and the structure can be applied to the connection between keels at the edge of the roof of a building.

As shown in fig. 12-14, embodiment five: the utility model provides a bearing structure of building fossil fragments, including support piece, backup pad group 1 and first crossbeam 2, support piece and first crossbeam 2 are rectangular form side's 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 setting relatively, backup pad group 1 includes the backup pad that two intervals set up, the backup pad passes two first breach 3, the backup pad passes first coupling mechanism and installs on second crossbeam 26, two backup pads stretch out the outside of second crossbeam 26 and form the supporting section 4 that two intervals set up, the backup pad passes two first breach 3 and stretches out and then forms two supporting sections 4 to the outside of two first breach 3 respectively, the tip of first crossbeam 2 is supported by two supporting sections 4. The support section 4 is provided with a limiting protrusion 8, the first cross beam 2 is provided with a limiting hole 28 matched with the limiting protrusion 8, and the limiting protrusion 8 is arranged in the limiting hole 28.

In this embodiment, the first support plate set comprises two support plate sets 1, which are respectively a first support plate set and a second support plate set, the first support plate set comprises two first support plates 29 arranged at intervals, the second support plate set comprises 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 comprise a first connecting section 31 and a first support section 32 arranged at one end of the first connecting section 31, the width of the first support section 32 is larger than that of the first connecting section 31, one end of the first connecting section 31, far away from the first support section 32, is inserted from a first notch 3 at one side of the second cross beam 26 and extends from a first notch 3 at the other side of the second cross beam 26, the second support plates 30 comprise a second connecting section 33 and a second support section 34 arranged at one end of the second connecting section 33, the width of the second support section 34 is larger than that of the first connecting section 31, the second connecting section 33 is inserted from the first notch 3 at one end of the other side of the second cross beam 26 and extends from the first notch 3 at the other side of the second cross beam 26 and from the first support section 32, the first connecting section 33 and the first support section 33 and the second support section are slightly matched with each other in size at the first notch 33 and the other side of the first cross beam 26, and the first support section 32 are fixedly arranged at the first notch 33.

The fifth fastener 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 fastener 35 connects and secures the end of the first beam 2, the first support section 32, and the second connecting section 33. The device comprises a supporting column 36, and is characterized in that the supporting column 36 is square, two mounting plates 37 are inserted into the top ends of the supporting column 36 at intervals, the bottoms of the mounting plates 37 extend to the inner sides of the supporting column 36 and are connected with the side walls of the supporting column 36 through sixth fasteners 38, third limiting protrusions 39 are arranged at the tops of the mounting plates 37, a second cross beam 26 is supported on the mounting plates 37, third limiting holes 40 are formed in the side walls, located above, of the second cross beam 26, corresponding to the third limiting protrusions 39, a second avoiding hole 17 for the mounting plates 37 to be inserted into is formed in the side walls, located below, of the second cross beam 26, the second cross beam 26 is fixed with the mounting plates 37 through seventh fasteners 41, and second notches 42 for the first connecting sections 31 and the second connecting sections 33 to penetrate through are formed in the mounting plates 37.

The installation mode of the embodiment is as follows, two installation plates 37 are inserted on the support columns 36 and fixed through sixth fasteners 38, then the second cross beam 26 is installed, the second cross beam 26 and the installation plates 37 are fixed through seventh fasteners 41, finally the first support plate 29 and the second support plate 30 are respectively transversely inserted in the first notch 3, and the first cross beam 2 is hoisted at two ends and fixed through fifth fasteners 35. This embodiment allows for a connection between the inclined support column 36 and the first and second cross beams 2, 26.

As shown in fig. 15-17, embodiment six: the utility model provides a bearing structure of building fossil fragments, including support piece, backup pad group 1 and first crossbeam 2, support piece and first crossbeam 2 are rectangular form square 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 relative first breach 3 that set up, backup pad group 1 includes the backup pad that two intervals set up, the backup pad passes first breach 3, two backup pads stretch out the outside of second crossbeam 26 and form the supporting section 4 that two intervals set up, the tip of first crossbeam 2 is supported by two supporting sections 4. The support section 4 is provided with a limiting protrusion 8, the first cross beam 2 is provided with a limiting hole 28 matched with the limiting protrusion 8, the limiting protrusion 8 is arranged in the limiting hole 28, the support plate is mounted on the second cross beam 26 through a first connecting mechanism, and the first connecting mechanism is a first fastening piece 7.

Specifically, in this embodiment, the support plate group 1 includes two support plate groups 1, which are a third support plate group extending toward the horizontal side and a fourth support plate group extending toward the upper side, the third support plate group includes two third support plates 43 disposed at intervals, the fourth support plate group includes two fourth support plates 44 disposed at intervals, the third support plate group supports the first beam 2 disposed horizontally, the fourth support plate group supports the fourth beam 45 disposed obliquely, the third support plates 43 and the fourth support plates 44 are clamped to each other inside the second beam 26, and the third support plates 43 and the fourth support plates 44 are provided with clamping grooves 46 at the positions of the mutual clamping.

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, embodiment seven: the utility model provides a bearing structure of building fossil fragments, including support piece, backup pad group 1 and first crossbeam 2, support piece and first crossbeam 2 are rectangular form square pipe, be provided with the mounting hole on the lateral wall of support piece, the mounting hole link up two lateral walls of support piece and form two relative first breach 3 that set up, backup pad 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 to the outside of support piece and form the supporting section 4 that two intervals set up, the backup pad passes through first coupling mechanism and installs on support piece, first crossbeam 2 sets up on two supporting sections 4 and is supported. The support section 4 is provided with a limiting protrusion 8, the first cross beam 2 is provided with a limiting hole 28 matched with the limiting protrusion 8, and the limiting protrusion 8 is arranged in the limiting hole 28.

In this embodiment, the supporting member includes a third cross beam 47 and a third upright 48, two supporting plates are inserted on the third upright 48, a fourth limiting protrusion 49 is provided at the top of the supporting plate, an upward protruding limiting plate 50 is provided at the top of the third upright 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 provided at 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 48 and the supporting plate by an eighth fastener 52, the end of the supporting plate far 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 by a ninth fastener 53.

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

The above is only a preferred embodiment of the present invention and is not intended to limit the present invention, but various modifications, combinations and variations of the present invention will be apparent to 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. A supporting structure of building fossil fragments, its characterized in that: including support piece, backup pad group and first crossbeam, support piece and first crossbeam are rectangular square pipe, be provided with the mounting hole on the lateral wall of support piece, the mounting hole link up two lateral walls of support piece and form two relative first breach that set up, the backup pad 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 passes through first coupling mechanism and installs on support piece, the part that the outside of first breach was stretched out to the backup pad forms the supporting section, first crossbeam sets up on the supporting section and is supported.

2. The support structure for a building keel according to claim 1, wherein: the support section is provided with spacing arch, be provided with on the first crossbeam with spacing protruding complex spacing hole, spacing protruding setting is in spacing hole.

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

4. The support structure for a building keel according to claim 2, wherein: the limiting protrusion is arranged at the top of the supporting section, the limiting hole is formed in the side wall, located above, of the first cross beam, the first avoiding hole is formed in the side wall, located below, of the first cross beam, corresponding to the supporting section, and the supporting section penetrates through the first avoiding hole and supports 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.

6. The support structure for a building keel according to claim 5, wherein: the support section is provided with two spacing bulges, the two spacing bulges are respectively first spacing bulge and second spacing bulge, spacing hole on the first crossbeam is first spacing hole and second spacing hole respectively, the lateral wall that the first crossbeam is located the top is provided with first spacing hole, the lateral wall that the first crossbeam is located the below is provided with second spacing hole and dodges the hole with the third that first spacing hole corresponds the setting, first spacing bulge passes the third and dodges the hole and set up in first spacing hole, the spacing bulge of second sets up in the spacing hole of second.

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

8. The support structure for a building keel according to claim 5, wherein: the support plate structure comprises a first upright post and is characterized in that two groups of support plate groups are arranged on the first upright post, the two groups of support plate groups are arranged on two different directions of the first upright post, support plates of one group of support plate groups and support plates of the other group of support plate groups respectively support first cross beams on different directions, second avoidance holes are formed in support plates of one group of support plate groups, and support plates of the other group of support plate groups penetrate through the second avoidance holes.

9. The construction keel support structure of claim 8, wherein: the support plates of at least one group of support plate groups penetrate through the two first gaps and extend out of the two first gaps respectively to form two support 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: the first cross beam is fixedly connected with the supporting plate through a second fastening piece.

12. The support structure for a building keel according to claim 1, wherein: the support piece is a first upright column, 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. The construction keel support structure of claim 12, wherein: the utility model discloses a light-emitting diode display device, including first crossbeam, backup pad group, second coupling mechanism is fixed through the second coupling mechanism between first crossbeam and the backup pad group, second coupling mechanism includes a plurality of second coupling assembling that set up along the length direction interval of first crossbeam, 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 installation section 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, the cross-section size of grafting section matches with first connecting hole and second connecting hole size, the installation section passes through the inner wall fixed connection of third fastener and curb plate, the grafting section of a plurality of picture peg is crisscross to be set up in the outside of two curb plates along the length direction of first crossbeam.

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

15. The construction keel support structure of claim 14, wherein: the first notch extends along the vertical direction on the lateral wall of the second crossbeam and sets up, first coupling mechanism is for setting up the cardboard at the lower side of backup pad and downwardly extending, the distance of the upper side of backup pad to the lower side of cardboard is less than the length of first notch, between two lateral walls of second crossbeam are gone into to the cardboard card.

16. The construction keel support structure of claim 15, wherein: 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 of two first breachs respectively and form the supporting section, the outside and downward sloping setting in top of supporting section, spacing arch sets up the top at the supporting section, spacing hole sets up on the lateral wall that is located the top of first crossbeam, corresponds the supporting section on the lateral wall that is located the below of first crossbeam and is provided with first hole of dodging, the supporting section passes first hole of dodging and holds the lateral wall that first crossbeam is located the top, through second fastener fixed connection between first crossbeam and the backup pad.

17. The construction keel support structure of claim 14, wherein: including two sets of backup pad groups, be first backup pad group and second backup pad group respectively, first backup pad group includes the first backup pad that two intervals set up, second backup pad group includes the second backup pad that the interval set up, two first backup pads paste mutually with two second backup pads respectively, first backup pad includes first linkage segment and the first support segment of setting in first linkage segment one end, the width of first linkage segment is greater than the width of first linkage segment, first linkage segment is kept away from first linkage segment one end and is inserted and stretch out from the first breach of one side of second crossbeam opposite side from the first breach of second crossbeam one end, the second backup pad includes second linkage segment and sets up the second support segment in second linkage segment one end, the width of second support segment is greater than the width of first linkage segment, second linkage segment is kept away from first breach of one side of second crossbeam and is inserted and stretches out from the first breach of second crossbeam opposite side, first linkage segment and second linkage segment are located the same side of crossbeam, the size of first breach and second linkage segment are connected through first linkage segment and the first fixed connection fastener in the first both sides of second crossbeam, the first linkage segment is connected with the first linkage segment.

18. The construction keel support structure of claim 17, wherein: the fifth fastener is connected with and fixed with the end part of the first cross beam, the second support section and the first connecting section; the fifth fastener is connected and fixed with the end part of the first cross beam, the first support section and the second connecting section.

19. The construction keel support structure of claim 17, wherein: still include square tubular support column, peg graft on the top of support column has 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 the second of supplying the mounting panel male and dodges 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.

20. The construction keel support structure of claim 14, wherein: including two sets of backup pad groups, be respectively to the third backup pad group that stretches out of horizontal side and the fourth backup pad group that stretches out of top, the third backup pad group includes the third backup pad that two intervals set up, and the fourth backup pad group includes the fourth backup pad that two intervals set up, and the third backup pad group supports the first crossbeam that the level set up, the fourth backup pad group supports the fourth crossbeam that the slope set up, third backup pad and fourth backup pad are at the inside joint each other 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 upright post, the two support plates are inserted on the third upright post, a fourth limiting protrusion is arranged at the top of the support plate, an upward protruding limiting plate is arranged at the top of the third upright post, a fourth limiting hole matched with the fourth limiting protrusion and a limiting notch for the limiting plate to be inserted are formed in the end portion of the third cross beam, the end portion of the third cross beam is supported by the support plate and locked with the third upright post and the support plate through eighth fasteners, the support plate extends out of the support section from the first end portion of the third cross beam, and the first cross beam is fixed with the support plate through ninth fasteners.