Floor reinforcing building structure
Technical Field
The utility model relates to the technical field of building structures, in particular to a floor slab reinforced building structure.
Background
A building structure is a system that can withstand various actions in building construction, and is composed of various members, such as roof trusses, beams, plates, and columns.
The existing floor slab reinforcement adopts a mode of additionally arranging bearing beams below the floor slab, but for the sake of attractiveness and cost saving, developers only arrange the bearing beams between the floor slabs independently, but do not reinforce the part between the floor slab and the bearing beams, so that the floor slab is easy to deviate.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the defects that in the prior art, the part between a floor slab and a bearing beam is not reinforced, and the floor slab is easy to deviate, and provides a floor slab reinforced building structure.
In order to achieve the purpose, the utility model adopts the following technical scheme:
a floor slab reinforced building structure comprises two bearing beams, wherein the top of one side, close to each other, of the two bearing beams is fixedly connected with a same bearing plate, the top of the two bearing beams is contacted with a same floor slab, the bottom of the floor slab is fixedly connected with two limiting plates, the top of the bearing plate is provided with two limiting grooves, the limiting plates are clamped with the limiting grooves, the top of the bearing plate is fixedly connected with two extending plates, the bottom of the floor slab is provided with two extending grooves, one sides, close to each other, of the two extending plates are provided with first positioning holes, the first positioning holes are provided with first positioning plates in a sliding manner, one sides, close to each other, of the two extending plates are provided with second positioning holes, the second positioning plates are slidably mounted in the second positioning holes, the inner walls, close to each other, of the two extending grooves are provided with first positioning grooves, the first positioning plates are clamped with the first positioning grooves, and the inner walls, far away from each other, of the two extending grooves are provided with second positioning grooves, the second locating plate clamps with the second locating groove mutually, the kerve has been seted up to the bottom of loading board, two perpendicular holes have been seted up on the top inner wall of kerve, slidable mounting has the vertical plate in the perpendicular hole, it has first articulated slab to articulate between vertical plate and the first locating plate, it has the second articulated slab to articulate between vertical plate and the second locating plate, the same horizontal plate of bottom fixedly connected with of two vertical plates, the adjustment tank has been seted up on the top inner wall of kerve, the regulating spindle is installed to the adjustment tank internal rotation, the external screw thread has been seted up in the outside of regulating spindle, the screw has been seted up at the top of horizontal plate, the last external screw thread of regulating spindle and screw threaded connection.
Preferably, the bottom of the floor slab is in contact with the top of the bearing plate to support the floor slab.
Preferably, the bottom end of the adjusting shaft is fixedly connected with a knob.
Preferably, the top of the horizontal plate is in contact with the inner wall of the top of the bottom groove, and the horizontal plate is limited.
Preferably, the top of the extension plate is in contact with the inner wall of the top of the extension groove, so that the extension plate is limited.
Preferably, the first positioning plate is located above the second positioning plate.
According to the floor slab reinforced building structure, a floor slab is placed on two bearing beams, a limiting plate is clamped into a limiting groove to prevent the floor slab from shifting in the transverse direction, the top of an extending plate is in contact with the inner wall of the top of the extending groove at the moment, then a knob is rotated, external threads on an adjusting shaft are in threaded connection with a screw hole to drive a horizontal plate to move, the horizontal plate drives a vertical plate to move, the vertical plate drives a first hinged plate and a second hinged plate to rotate, the first hinged plate drives a first positioning plate to move, the first positioning plate is clamped into a first positioning groove, the second hinged plate drives a second positioning plate to move, the second positioning plate is clamped into a second positioning groove to prevent the floor slab from shifting in the vertical direction, the floor slab is reinforced, and the floor slab is prevented from shifting.
The utility model has good practicability, and can reinforce the floor slab to prevent the floor slab from deviating.
Drawings
Fig. 1 is a schematic structural view of a floor slab reinforced building structure according to the present invention;
fig. 2 is a schematic structural view of a part a of a floor slab reinforced building structure according to the present invention;
fig. 3 is a schematic structural diagram of a part B of a floor slab reinforced building structure according to the present invention.
In the figure: 1. a spandrel girder; 2. a carrier plate; 3. a floor slab; 4. a limiting plate; 5. an extension plate; 6. an extension groove; 7. a first positioning plate; 8. a second positioning plate; 9. a vertical plate; 10. a first hinge plate; 11. a second hinge plate; 12. a horizontal plate; 13. an adjustment shaft.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments.
Referring to fig. 1-3, a floor slab reinforced building structure comprises two bearing beams 1, wherein the top of one side of the two bearing beams 1 close to each other is fixedly connected with a same bearing plate 2, the top of the two bearing beams 1 is contacted with a same floor slab 3, the bottom of the floor slab 3 is fixedly connected with two limiting plates 4, the top of the bearing plate 2 is provided with two limiting grooves, the limiting plates 4 are clamped with the limiting grooves, the top of the bearing plate 2 is fixedly connected with two extending plates 5, the bottom of the floor slab 3 is provided with two extending grooves 6, the sides of the two extending plates 5 close to each other are both provided with first positioning holes, the first positioning holes are internally provided with first positioning plates 7 in a sliding manner, the sides of the two extending plates 5 close to each other are both provided with second positioning holes, the second positioning holes are internally provided with second positioning plates 8 in a sliding manner, the inner walls of the sides of the two extending grooves 6 close to each other are both provided with first positioning grooves, first locating plate 7 clamps with first locating groove mutually, the second locating groove has all been seted up on the one side inner wall that two extending grooves 6 kept away from each other, second locating plate 8 clamps with the second locating groove mutually, the kerve has been seted up to the bottom of loading board 2, two vertical holes have been seted up on the top inner wall of kerve, slidable mounting has vertical plate 9 in the vertical hole, it has first articulated slab 10 to articulate between vertical plate 9 and the first locating plate 7, it has second articulated slab 11 to articulate between vertical plate 9 and the second locating plate 8, the same horizontal plate 12 of bottom fixedly connected with of two vertical plates 9, the adjustment tank has been seted up on the top inner wall of kerve, internal rotation regulating spindle 13 is installed to the adjustment tank, the external screw thread has been seted up in the outside of regulating spindle 13, the screw has been seted up at the top of horizontal plate 12, external screw and screw threaded connection on the regulating spindle 13.
In this embodiment, the bottom of the floor slab 3 contacts with the top of the bearing plate 2 to support the floor slab 3.
In this embodiment, a knob is fixedly connected to the bottom end of the adjusting shaft 13.
In this embodiment, the top of the horizontal plate 12 contacts the inner wall of the top of the bottom groove to limit the horizontal plate 12.
In this embodiment, the top of the extension plate 5 is in contact with the inner wall of the top of the extension groove 6, and the extension plate 5 is limited.
In this embodiment, the first positioning plate 7 is located above the second positioning plate 8.
In the utility model, when in use, the floor 3 is placed on the two bearing beams 1, the limiting plates 4 are clamped into the limiting grooves to prevent the floor 3 from shifting in the transverse direction, the tops of the extending plates 5 are contacted with the inner walls of the tops of the extending grooves 6, then the knob is rotated to drive the adjusting shaft 13 to rotate, the external threads on the adjusting shaft 13 are in threaded connection with the screw holes to drive the horizontal plate 12 to move, the horizontal plate 12 drives the vertical plate 9 to move, the vertical plate 9 drives the first hinged plate 10 and the second hinged plate 11 to rotate, the first hinged plate 10 drives the first positioning plate 7 to move, so that the two first positioning plates 7 move in the direction of approaching each other, the first positioning plate 7 is clamped into the first positioning groove, the second hinged plate 11 drives the second positioning plate 8 to move, so that the two second positioning plates 8 move in the direction of leaving each other, in 8 cards of second locating plate go into the second constant head tank, prevent that floor 3 from taking place the skew vertically, consolidate floor 3, prevent that floor 3 from taking place the skew.
While there have been shown and described what are at present considered the fundamental principles and essential features of the utility model and its advantages, it will be apparent to those skilled in the art that the utility model is not limited to the details of the foregoing exemplary embodiments, but is capable of other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.