CN214006190U

CN214006190U - Assembled steel construction floor board

Info

Publication number: CN214006190U
Application number: CN202022893176.8U
Authority: CN
Inventors: 白升津; 庄坚桐
Original assignee: Guangdong Qianxing Construction Engineering Co ltd
Current assignee: Guangdong Qianxing Construction Engineering Co ltd
Priority date: 2020-12-03
Filing date: 2020-12-03
Publication date: 2021-08-20
Anticipated expiration: 2030-12-03

Abstract

The utility model relates to an assembled steel structure floor board, a plurality of girder thereof, a plurality of auxiliary girder and a plurality of infill panel, the girder is perpendicular to each other with the auxiliary girder, the girder is equipped with the splice groove that supplies the auxiliary girder to insert and the joint, a plurality of girder is parallel to each other, a plurality of auxiliary girders are parallel to each other, the infill panel is located in the space that adjacent girder and adjacent auxiliary girder enclose, the connecting piece is including the connecting block of locating the infill panel both sides, the girder is equipped with the connecting block male spread groove that supplies two adjacent infill panels, assembled steel structure floor board is still including being used for fixed girder, the connecting piece of auxiliary girder and infill panel. This application has the effect that the connection between the floor board is more firm.

Description

Assembled steel construction floor board

Technical Field

The application relates to the field of constructional engineering, in particular to an assembly type steel structure floor plate.

Background

Along with the development of society, the real estate industry has obtained unprecedented development, the development of the real estate related industry has also been driven simultaneously, in order to meet the social building material that high-speed development just constantly more and more changes, wall is simple brick muddy mechanism in traditional building, accomplish through laying bricks and build to building, but because the density of brick itself is big, the quality is big, do not accord with present requirement, brick sound insulation effect and heat preservation effect are also not good simultaneously, traditional house building also adopts the brick to mix, the house built with the brick has the quality heavily, the reliability is poor, do not resist earthquake, also consume time power simultaneously, and current assembly type building floor board, because its quality is little, the installation process is few, the advantage that the installation effectiveness is high, has replaced current brick system floor board gradually.

The assembled floor boards are rectangular plate-shaped, a plurality of floor boards are arranged and sequentially spliced, and the floor boards are bonded by building glue or mortar to finally form a smooth floor.

With respect to the related art among the above, the inventors consider that the following drawbacks exist: the connection relation between the floor board is too weak, and building glue is ageing or the mortar fracture after using throughout the year, leads to connecting unstability between the floor board easily and the floor board fracture appears to lead to the floor board to take place the condition of mutual displacement.

SUMMERY OF THE UTILITY MODEL

In order to make the connection between the floor board more firm, this application provides an assembled steel construction floor board.

The application provides a pair of assembled steel construction floor board adopts following technical scheme:

the utility model provides an assembled steel structure floor board, includes a plurality of girders, a plurality of auxiliary girder and a plurality of infill panel, the girder is perpendicular to each other with the auxiliary girder, the girder is equipped with the splice groove that supplies the auxiliary girder to insert and the joint, and is a plurality of the girder is parallel to each other, and is a plurality of the auxiliary girder is parallel to each other, the infill panel is located in the space that adjacent girder and adjacent auxiliary girder enclose, the connecting piece is including the connecting block of locating the infill panel both sides, the girder is equipped with the connecting block male spread groove that supplies two adjacent infill panels, assembled steel structure floor board is still including the connecting piece that is used for fixed girder, auxiliary girder and infill panel.

Through adopting above-mentioned technical scheme, go into the auxiliary girder card and splice in the groove, and put into the space that two adjacent girders and auxiliary girder enclose with the infill panel, the connecting block inserts to the spread groove in, make the girder support infill panel and auxiliary girder, thereby with the girder, auxiliary girder and infill panel splice into complete floor board, at last through the fixed girder of connecting piece, auxiliary girder and infill panel, make connecting block and spread groove difficult separation, and make auxiliary girder and girder difficult separation, be favorable to fixed girder, auxiliary girder and infill panel, make floor board more firm.

Preferably, the connecting piece also comprises a cross rod and vertical rods integrally connected with the two ends of the cross rod, the connecting block is penetrated with a connecting hole for the vertical rod to be inserted into, the vertical rods are propped against the side wall of the connecting hole, the two vertical rods respectively penetrate through the connecting blocks of the adjacent filling plates,

through adopting above-mentioned technical scheme, be favorable to connecting adjacent packing panel, simultaneously, the montant supports tightly with the connecting hole lateral wall for the montant is difficult to break away from with the connecting block under the condition that breaks away from external force, inserts the montant and can restrict two adjacent connecting block separations, makes the connection of adjacent packing panel more convenient.

Preferably, the connecting block is sunken to have a rod placing groove for placing the cross rod, and the cross rod is flush with the upper surface of the connecting block.

Through adopting above-mentioned technical scheme, be favorable to reducing the outstanding connecting block upper surface's of horizontal pole the condition for the upper surface flushes after the connecting block concatenation.

Preferably, the cross bar is tightly propped against the side wall of the bar placing groove.

Through adopting above-mentioned technical scheme, be favorable to improving the stability that the montant inserted the connecting block.

Preferably, the bottom wall of the connecting groove is provided with a fixing hole for inserting the vertical rod, and the side wall of the vertical rod is tightly abutted to the side wall of the fixing hole.

Through adopting above-mentioned technical scheme for on the connecting block was fixed in the girder, increase the relation of connection of girder and infill panel, make the girder more firm with being connected of infill panel.

Preferably, the connecting piece including slide in the girder traveller and with traveller body coupling's wedge, the girder is opened has the gliding spout of confession traveller, the wedge stretches out to in the spread groove, the auxiliary beam is opened has confession traveller male slot, spout and spread groove and slot intercommunication, the inclined plane of wedge is towards the connecting block upper surface.

Through adopting above-mentioned technical scheme, install the wedge in the position that partly stretches out to the connecting groove, when the connecting block was placed into the connecting groove, the connecting block slided along the upper surface of wedge to promote the wedge to slide and insert to the slot until the one end that the wedge was kept away from to the traveller, make through wedge and traveller connection girder and auxiliary girder, be favorable to increasing the connection structure of girder and auxiliary girder, make the concatenation of girder and auxiliary girder more firm.

Preferably, the inner side wall of the sliding groove is provided with a butt joint block for supporting the sliding column, and the sliding column is clamped between the two butt joint blocks.

Through adopting above-mentioned technical scheme for the traveller is difficult for taking place the shake at the slip in-process, and the traveller presss from both sides between the butt piece, makes the traveller slide along self length direction more easily, makes the one end that the traveller kept away from the wedge insert to more easily.

Preferably, the spring is worn to be equipped with by the traveller, the spring both ends respectively with the butt one side that the butt piece is close to the wedge and the traveller is close to the lateral wall fixed connection of wedge, the lateral wall of connecting block is opened there is the jack, works as the jack is just to the time with the spout, the wedge inserts the jack.

Through adopting above-mentioned technical scheme, when the connecting block gliding and promote the wedge gliding until jack and spout are just to the time, the traveller slides under the elastic force of spring to promote the wedge and insert the jack, thereby make wedge and traveller when connecting girder and auxiliary girder, connect packing plate and girder, make the connection between packing plate and girder, the auxiliary girder more firm, make girder, auxiliary girder and packing plate be difficult to the separation more.

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

1. the main beam, the auxiliary beam and the filling plate are fixed through the connecting pieces through the arrangement of the main beam, the auxiliary beam and the filling plate which are spliced with one another, so that the connecting block is not easy to separate from the connecting groove, the auxiliary beam is not easy to separate from the main beam, the auxiliary beam and the filling plate are favorably fixed, and the floor plate is more stable;

2. through the arrangement of the wedge-shaped block, in the process that the connecting block is placed in the connecting groove, the connecting block slides along the upper surface of the wedge-shaped block, so that the wedge-shaped block is pushed to slide until one end, far away from the wedge-shaped block, of the sliding column is inserted into the inserting groove, the main beam and the auxiliary beam are connected through the wedge-shaped block and the sliding column, the connecting structure of the main beam and the auxiliary beam is increased, and the main beam and the auxiliary beam are spliced more stably;

3. through the setting of jack for when main beam and auxiliary beam are being connected to wedge and traveller, connect infill panel and main beam, make the connection between infill panel and main beam, the auxiliary beam more firm, make main beam, auxiliary beam and infill panel be difficult to the separation more.

Drawings

FIG. 1 is a schematic view of the overall construction of an assembled steel structural floor panel of the present application;

FIG. 2 is a schematic structural view of the present application illustrating the connection between the primary and secondary beams;

FIG. 3 is an enlarged schematic view of section A of FIG. 2;

fig. 4 is a schematic structural view of a main beam of the present application.

Description of reference numerals: 1. a main beam; 11. splicing grooves; 12. connecting grooves; 121. a fixing hole; 13. a chute; 2. a secondary beam; 21. a slot; 3. a infill panel; 31. connecting blocks; 311. connecting holes; 312. a rod placing groove; 313. a jack; 4. a connecting member; 41. a vertical rod; 42. a cross bar; 43. a traveler; 44. a wedge block; 45. a butting block; 46. a spring.

Detailed Description

The present application is described in further detail below with reference to figures 1-4.

The embodiment of the application discloses assembled steel construction floor board.

Referring to fig. 1, the assembled steel structure floor slab includes a plurality of girders 1 and auxiliary girder 2, girder 1 is perpendicular to auxiliary girder 2 each other, splice groove 11 that supplies auxiliary girder 2 joint is opened to girder 1 upper surface, a plurality of girders 1 are parallel to each other, a plurality of auxiliary girder 2 are parallel to each other, girder 1 and auxiliary girder 2 staggered arrangement, be equipped with infill panel 3 in the space that girder 1 and auxiliary girder 2 enclose, the assembled steel structure floor slab still includes connecting piece 4 that is used for connecting girder 1, auxiliary girder 2 and infill panel 3.

Referring to fig. 1, a main beam 1 and a sub beam 2 are both square beams, and a infill panel 3 is in the shape of a rectangular plate. Connecting piece 4 includes that integrated into one piece connects in the connecting block 31 of the both sides of infill panel 3 along 2 length direction of auxiliary girder, and connecting block 31 is the rectangular block, and main girder 1 upper surface is sunken to have the spread groove 12 that supplies connecting block 31 to put into, and adjacent infill panel 3 is close to connecting block 31 butt each other.

Referring to fig. 2 and 3, the connecting member 4 further includes a cross rod 42 and a vertical rod 41 integrally connected to two ends of the cross rod 42, the connecting block 31 has a connecting hole 311 for inserting the vertical rod 41, the vertical rod 41 abuts against a side wall of the connecting hole 311, the bottom wall of the connecting groove 12 has a fixing hole 121 for inserting the vertical rod 41, and the two vertical rods 41 respectively pass through the adjacent connecting blocks 31 and are inserted into the fixing holes 121.

Referring to fig. 2 and 3, the upper surface of the connecting block 31 is recessed with a rod placing groove 312 for placing the cross rod 42, the cross rod 42 abuts against the side wall of the rod placing groove 312, when the cross rod 42 is placed in the rod placing groove 312, the upper surface of the cross rod 42 is flush with the upper surface of the filling plate 3, which is beneficial to reducing the situation that the connecting piece 4 protrudes out of the whole ground spliced by the floor plates, so that the ground is smoother.

Referring to fig. 4, the girder 1 is still perforated with a plurality of sliding grooves 13 along its length direction, and the adjacent connecting groove 12 of sliding groove 13 both ends intercommunication and splice groove 11, and connecting piece 4 is including sliding the traveller 43 in sliding groove 13, and the length direction of traveller 43 is unanimous with the length direction of sliding groove 13, and the one end body coupling that the traveller 43 is close to connecting groove 12 has wedge 44, and the directional diapire slope setting of inclined plane of wedge 44 in connecting groove 12.

Referring to fig. 4, the sliding groove 13 is a square groove, the sliding groove 13 is integrally connected with two abutting blocks 45 along both sides of the main beam 1 in the thickness direction, the two abutting blocks 45 are arranged close to the splicing groove 11, and the sliding column 43 is clamped between the two abutting blocks 45.

Referring to fig. 4, a spring 46 is inserted into the spool 43, one end of the spring 46 is fixedly connected to the abutment block 45, and one end of the spring 46, which is far from the abutment block 45, is fixedly connected to the outer peripheral wall of the spool 43. The end of the sliding column 43 away from the wedge block 44 is flush with the side wall of the splice groove 11, and the tip of the wedge block 44 protrudes into the connecting groove 12.

Referring to fig. 2 and 3, one side of the connecting block 31 close to the sliding groove 13 along the length direction of the main beam 1 is provided with an insertion hole 313 for inserting the wedge-shaped block 44, and two sides of the secondary beam 2 along the width direction thereof are recessed with insertion grooves 21 for inserting the sliding columns 43. When the secondary beam 2 is clamped in the splicing groove 11, the insertion hole 313 is opposite to the open end of the sliding groove 13, the spring 46 is in a compressed state, one end of the sliding column 43, which is far away from the wedge-shaped block 44, is inserted into the insertion groove 21, and the tip end of the wedge-shaped block 44 is inserted into the insertion hole 313 and is abutted to the side wall of the insertion hole 313. Through the cooperation of spring 46 and wedge 44 for main beam 1, auxiliary girder 2 and infill panel 3 are connected simultaneously to traveller 43 and wedge 44, are favorable to strengthening the relation of connection between the assembled steel construction floor board, make the difficult alternate segregation of floor board, and then strengthen the steadiness of floor board.

The implementation principle of an assembled steel construction floor board of the embodiment of this application does: fixing the main beam 1 on a wall, then clamping the auxiliary beam 2 in the splicing groove 11, making the auxiliary beam 2 flush with the upper surface of the main beam 1, making the sliding groove 13 opposite to and communicated with the slot 21, then placing the filling plate 3 between the main beam 1 and the auxiliary beam 2, making the connecting block 31 inserted into the connecting groove 12, the wedge block 44 slides in the direction away from the connecting block 31 under the push of the connecting block 31, the end of the sliding column 43 far away from the wedge block 44 is inserted into the slot 21, meanwhile, the spring 46 is compressed by the wedge block 44 and the abutting block 45, when the insertion hole 313 slides to be opposite to the slot 21, the sliding column 43 slides in the direction close to the insertion hole 313 under the elastic force of the spring 46, making the end of the wedge block 44 far away from the sliding column 43 inserted into the slot 21 and abut against the side wall of the sliding groove 13, further fixing the connecting block 31, making the main beam 1, the auxiliary beam 2 and the filling plate 3 difficult to separate, then, the vertical rods 41 are inserted into the connecting holes 311, so that the adjacent filling plates 3 are connected, and the filling plates 3 are fixed on the main beam 1, so that the main beam 1, the auxiliary beam 2 and the filling plates 3 are connected more stably, and the floor plates are fixed more stably.

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

Claims

1. The utility model provides an assembled steel construction floor board which characterized in that: a plurality of girder (1), a plurality of auxiliary girder (2) and a plurality of infill panel (3), girder (1) and auxiliary girder (2) are perpendicular to each other, girder (1) is equipped with splice groove (11) that supplies auxiliary girder (2) to insert and joint, and is a plurality of girder (1) is parallel to each other, and is a plurality of auxiliary girder (2) are parallel to each other, infill panel (3) are located in the space that adjacent girder (1) and adjacent auxiliary girder (2) enclose, assembled steel construction floor board is still including connecting piece (4) that are used for fixed girder (1), auxiliary girder (2) and infill panel (3), connecting piece (4) are including locating connecting block (31) of infill panel (3) both sides, girder (1) are equipped with connecting block (31) male spread groove (12) that supplies two adjacent infill panel (3).

2. The fabricated steel structural floor slab of claim 1, wherein: connecting piece (4) still include horizontal pole (42) and with horizontal pole (42) both ends body coupling's montant (41), connecting block (31) run through and supply montant (41) male connecting hole (311), montant (41) support tightly with connecting hole (311) lateral wall, two montant (41) run through connecting block (31) of adjacent packing plate (3) respectively.

3. The fabricated steel structural floor slab of claim 2, wherein: the connecting block (31) is sunken with a rod placing groove (312) for placing the cross rod (42), and the cross rod (42) is flush with the upper surface of the connecting block (31).

4. The fabricated steel structural floor slab of claim 3, wherein: the cross bar (42) is tightly propped against the side wall of the bar placing groove (312).

5. The fabricated steel structural floor slab of claim 2, wherein: the bottom wall of the connecting groove (12) is provided with a fixing hole (121) for the vertical rod (41) to be inserted into, and the side wall of the vertical rod (41) is tightly propped against the side wall of the fixing hole (121).

6. The fabricated steel structural floor slab of claim 1, wherein: connecting piece (4) including sliding in traveller (43) in girder (1) and with traveller (43) body coupling's wedge (44), girder (1) is opened has supplies traveller (43) gliding spout (13), wedge (44) stretch out to in spread groove (12), auxiliary girder (2) are opened has supplies traveller (43) male slot (21), spout (13) and spread groove (12) and slot (21) intercommunication, the inclined plane of wedge (44) is towards connecting block (31) upper surface.

7. The fabricated steel structural floor slab of claim 6, wherein: the inside wall of the sliding groove (13) is provided with abutting blocks (45) used for supporting the sliding column (43), and the sliding column (43) is clamped between the two abutting blocks (45).

8. The fabricated steel structural floor slab of claim 7, wherein: spring (46) wear to be equipped with in traveller (43), spring (46) both ends respectively with butt piece (45) be close to one side of wedge (44) and traveller (43) be close to the lateral wall fixed connection of wedge (44), the lateral wall of connecting block (31) is opened has jack (313), works as jack (313) are just to the time with spout (13), jack (313) are inserted in wedge (44).