CN216195859U - Novel assembled building carrier plate - Google Patents
Novel assembled building carrier plate Download PDFInfo
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- CN216195859U CN216195859U CN202122580249.2U CN202122580249U CN216195859U CN 216195859 U CN216195859 U CN 216195859U CN 202122580249 U CN202122580249 U CN 202122580249U CN 216195859 U CN216195859 U CN 216195859U
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Abstract
The utility model relates to a novel assembled floor bearing plate, which comprises at least two unit floor bearing plate templates, wherein each unit floor bearing plate template comprises a floor bearing plate body, a plurality of groups of truss clamping assemblies are uniformly distributed on the upper surface of the floor bearing plate body at intervals, each group of truss clamping assemblies comprises a plurality of cushion connecting assemblies, a plurality of supporting assemblies are further arranged on the lower surface of the floor bearing plate body, the supporting assemblies penetrate through the floor bearing plate body through fasteners to be detachably connected with the cushion connecting assemblies, each group of truss clamping assemblies is further provided with steel bar trusses in a clamping mode, a complete unit floor bearing plate template is formed, and adjacent unit floor bearing plate templates are spliced through the supporting assemblies in a socket mode. The utility model has the advantages of convenient installation, no exposure of the surface of the connecting piece to the surface of the poured floor bearing plate, dislocation prevention, high supporting force and smooth floor pouring.
Description
Technical Field
The utility model belongs to the technical field of buildings, and relates to an assembly type floor support plate structure, in particular to a novel assembly type floor support plate.
Background
Along with the continuous development of building trade, steel bar truss building carrier plate is used in various buildings gradually, and steel bar truss building carrier plate has accelerated the construction progress, has strengthened the supporting effect simultaneously.
In the prior art, according to the building specification of floor slab, a plurality of floor bearing plates provided with steel bar trusses are generally needed to be spliced and used on site. Current building carrier plate holding power is poor, and the building carrier plate is after the concatenation is accomplished, when concreting, because the weight of concrete, can appear the dislocation between two building carrier plates that are located concatenation seam both sides, make the floor unevenness of pouring, and the connecting piece (realize dismantling between steel bar truss and the die block and be connected) bottom of adoption often exposes on the building carrier plate surface, need further plaster the processing, thereby extravagant engineering time and cost more, consequently, the urgent need for a simple to operate, the connecting piece surface can not expose the building carrier plate surface after pouring, and have and prevent the dislocation, the holding power is high, level and smooth novel assembled building carrier plate is pour to the floor.
The following patent documents relevant to the present application are found by search, and specific disclosures are as follows:
1. a double-rib connecting buckle and a floor support plate (CN212104828U) comprises two clamping joints, wherein the two clamping joints are arranged oppositely and in mirror symmetry, and clamping grooves are formed in the opposite surfaces of the two clamping joints; the two connecting ribs are symmetrically arranged along the width direction of the clamping heads, wherein two ends of each connecting rib are respectively connected with one opposite surface of each clamping head and are positioned on one side, close to the bearing surface, of each clamping groove, and the bearing surface is a plane for bearing the clamping heads; a first gap is formed between the connecting rib and the bearing surface, and a first flow guide round angle is arranged on one side, facing the bearing surface, of the connecting rib.
2. An assembly type floor bearing plate and an assembly type floor bearing plate component (CN212506959U) are provided, wherein the floor bearing plate body is provided with a first surface and a second surface which are arranged oppositely, and the first surface is used for detachably connecting a steel bar truss; one or more first supporting pieces, wherein the first supporting pieces are connected to the second surface, and one end of each first supporting piece extends out of the floor support plate body; one or more second supporting pieces are connected to the second face, a bent structure is formed at one end, adjacent to the other floor support plate body, of each second supporting piece, and an inserting space is formed between each bent structure and the second face; wherein, at least one the second support piece with at least one the first support piece is located respectively the relative both sides of floor board plate body.
3. A single-rib connecting buckle and a floor support plate (CN212104829U) comprises two clamping joints, wherein the two clamping joints are arranged oppositely and in mirror symmetry, and clamping grooves are formed in the opposite surfaces of the two clamping joints; the two ends of the connecting rib are respectively connected with the opposite surfaces of the two clamping connectors and are positioned on one side, close to the bearing surface, of the clamping groove, and the bearing surface is a plane for bearing the clamping connectors; the width of the connecting rib is smaller than that of the clamping head, and a first gap is formed between the connecting rib and the bearing surface.
Through comparison of technical characteristics, the steel bar trusses can be fixed only by extruding and knocking the steel bar trusses in the patent publications, and the technical means adopted by the patent publications are different from the technical structure of the utility model, so that the creativity and novelty of the utility model application are not influenced.
SUMMERY OF THE UTILITY MODEL
The utility model aims to overcome the defects of the prior art and provides a novel assembly type floor support plate, which is formed by splicing a plurality of unit floor support plate templates through the mutual socket joint of supporting components on the unit templates, plays a role in supporting the floor support plate bodies and reduces the dislocation of splicing seams between two adjacent floor support plate bodies when concrete is poured; this building carrier plate simple structure, modern design, steel bar truss simple to operate is connected steel bar truss and building carrier plate body through setting up pad coupling subassembly and supporting component, because the cement cushion setting of pad coupling subassembly for building carrier plate surface after pouring can not expose the connecting piece, need not to carry out the later stage promptly and plasters the processing, has consequently saved the material greatly and has improved the efficiency of construction simultaneously.
The technical problem to be solved by the utility model is realized by adopting the following technical scheme:
a novel assembly type floor support plate comprises a plurality of unit floor support plate templates which are spliced in a socket joint mode, each unit floor support plate template comprises a floor support plate body, a steel bar truss, a cushion connecting assembly, a supporting assembly and a fastener, a plurality of steel bar trusses are uniformly distributed on the upper surface of the floor support plate body at intervals, each steel bar truss is arranged on the floor support plate body through a plurality of cushion connecting components, the lower surface of the floor support plate body is also provided with a plurality of supporting components which are arranged corresponding to the cushion connecting components, the supporting component passes through the floor bearing plate body through a fastener and is detachably mounted with the cushion connecting component to form a whole, the upper surface of one end of the supporting component is provided with a slot, an inserting space is formed between the inserting slot and the floor bearing plate body, the other end of the supporting component extends out of the floor bearing plate body, and an inserting tongue matched with the inserting space is arranged at the end part of the supporting component.
And the cushion connecting assemblies positioned in the middle of the adjacent truss clamping assemblies are arranged in a staggered mode, and the cushion connecting assemblies positioned at the two ends are arranged in an aligned mode.
And, the supporting component includes supporting the body, the system has a plurality of fixed orificess at the interval on supporting the body, still equipartition interval sets up stiffening groove on supporting the body, and stiffening groove can evenly lay along the length direction who supports the body.
The cushion connecting assembly is a first cushion connecting assembly and comprises a first connecting piece and cement cushion blocks symmetrically clamped at two ends of the bottom surface of the first connecting piece, the first connecting piece comprises a first connecting piece body, a first clamping joint and a second clamping joint are integrally formed at two ends of the first connecting piece body respectively, a clamping groove is formed in one surface of the first clamping joint relative to the second clamping joint and matched with the outer diameter of a lower chord steel bar, a vertical clamping structure is vertically arranged on the second clamping joint, connecting convex columns are further symmetrically formed at the bottom of the first connecting piece body, reinforcing ribs are further integrally formed on the bottom surface of the first connecting piece body between the connecting convex columns, the height of each reinforcing rib is the same as that of each connecting convex column, reinforcing grooves are formed in the reinforcing ribs, and a plurality of reinforcing ribs are formed in the reinforcing grooves; the cement cushion blocks are coaxially sleeved on the connecting convex columns, the height of the cement cushion blocks is 2-3 times that of the connecting convex columns, the extrusion clamping pieces are symmetrically clamped outside the cement cushion blocks, one ends of the extrusion clamping pieces are integrally arranged on the bottom surfaces of the first connecting piece bodies, and the connecting convex columns are coaxially provided with mounting holes.
The cushion connecting assembly is a second cushion connecting assembly and comprises a second connecting piece and cement cushion blocks symmetrically clamped at two ends of the bottom surface of the second connecting piece, the second connecting piece comprises a connecting base and a pin rod in limit insertion with the connecting base, the connecting base is a rectangular base, a first clamping head and an end inserting disc are respectively arranged at two sides of the upper surface of the rectangular base, a clamping groove is formed in one surface of the first clamping head opposite to the end inserting disc and used for clamping a lower chord steel bar of a steel bar truss, an intermediate inserting disc is further arranged between the first clamping head and the end inserting disc, the end inserting disc and the intermediate inserting disc are of semicircular structures and are respectively provided with a pin hole for inserting the pin rod, a reinforcing convex strip is further arranged on the upper surface of the connecting base between the intermediate inserting disc and the end inserting disc, and one end of the reinforcing convex strip is integrally connected with the intermediate inserting disc, the other end of the supporting frame is spaced from the end inserting disc to form a placing groove, the bottom of the placing groove is smooth, and the end part of the reinforcing convex strip on one side of the placing groove is made into an inclined table shape; the distance from the bottom of the placing groove to the bottom end of the pin hole is matched with the diameter of a lower chord steel bar of the steel bar truss, so that the steel bar truss is fastened and connected through the pin roller; the lower surface of the connecting base is provided with connecting convex columns, the cement cushion blocks are coaxially sleeved on the connecting convex columns, the height of the cement cushion blocks is 2-3 times that of the connecting convex columns, extrusion clamping pieces are symmetrically clamped outside the cement cushion blocks, one end of each extrusion clamping piece is integrally arranged on the bottom surface of the connecting base, and mounting holes are coaxially formed in the connecting convex columns.
The first cushion connecting components are arranged at two ends of the floor bearing plate body, the second cushion connecting components are uniformly distributed at intervals in the middle of the floor bearing plate body, the first cushion connecting components of the adjacent truss clamping components are aligned and arranged in a straight line, and the second cushion connecting components are arranged in a staggered state.
And the cement cushion block is of an inverted trapezoidal structure, a stepped through hole is formed in the cement cushion block, one end of the stepped through hole is matched with the outer diameter of the connecting convex column and is used for coaxially inserting the connecting convex column, and the other end of the stepped through hole is coaxially communicated with the mounting hole of the connecting convex column.
And the extrusion clamping piece comprises a clamping piece body, the bottom end of the opposite side of the clamping piece body is made into an inclined surface, and the inclined surface and the clamping piece body form an extrusion angle for holding and limiting a cement cushion block in the middle of the opposite side.
And, vertical bayonet socket structure includes vertical draw-in groove and the elastic claw who sets up a pair of internal contraction on vertical draw-in groove opening, the elastic claw who keeps away from first one side of joint is first elastic claw, and the elastic claw who is close to first joint is second elastic claw, the lateral wall thickness of first elastic claw is 2 times of second elastic claw thickness, and first elastic claw upper surface still interval system has the reinforcing groove, the bottom of vertical draw-in groove is provided with spacing arc wall, and the interior terminal surface of elastic claw is provided with spacing arcwall face, forms fixed area between spacing arc wall and the spacing arcwall face.
And, joint one includes joint one body, joint one body middle part is hollow structure, and this joint this internal middle part system of body has a support column, this internal still crisscross system of joint has the reinforcing plate, and the reinforcing plate of crossing setting is with this internal a plurality of accommodation spaces that form of joint.
The utility model has the advantages and positive effects that:
the floor support plate is formed by mutually socket-jointing and splicing a plurality of unit floor support plate templates through the support components on the unit templates, and the support components are arranged to support the floor support plate bodies, so that the dislocation of the jointing seams between two adjacent floor support plate bodies is reduced when concrete is poured
The floor support plate is simple in structure, novel in design and convenient to install, the steel bar truss is connected with the floor support plate body through the cushion connecting assembly and the supporting assembly, and the cement cushion blocks of the cushion connecting assembly are arranged, so that connecting pieces cannot be exposed on the surface of the poured floor support plate, later plastering treatment is not needed, materials are greatly saved, and construction efficiency is improved.
The connecting piece of the pad connecting assembly is convenient to install, the steel bar truss can be placed and installed in a limiting mode without extruding and beating, and construction efficiency is greatly improved.
Drawings
FIG. 1 is a schematic structural view of example 1;
FIG. 2 is a schematic structural view of example 2;
FIG. 3 is a schematic structural view of example 3;
FIG. 4 is a schematic view of a first pad connecting assembly according to the present invention;
FIG. 5 is a schematic view of a second pad connecting assembly according to the present invention;
FIG. 6 is a schematic view of a support assembly according to the present invention.
Detailed Description
The present invention will be described in further detail with reference to the following embodiments, which are illustrative only and not limiting, and the scope of the present invention is not limited thereby.
A novel assembled floor bearing plate comprises at least two unit floor bearing plate templates, wherein each unit floor bearing plate template comprises a floor bearing plate body 1, truss clamping assemblies, supporting assemblies 4 and fasteners, a plurality of groups of truss clamping assemblies are uniformly distributed on the upper surface of the floor bearing plate body at intervals, each group of truss clamping assemblies consists of a plurality of cushion connecting assemblies arranged in a row, the lower surface of the floor bearing plate body is also provided with a plurality of supporting assemblies which are rectangular strips, the upper surface of one end of each rectangular strip is provided with a slot, an inserting space is formed between each slot and the floor bearing plate body, the other end of each supporting assembly extends out of the floor bearing plate body, and the end part of each supporting assembly is provided with a plug tongue matched with the inserting space; the supporting assemblies penetrate through the floor bearing plate bodies through fasteners to be detachably connected with the cushion connecting assemblies, each group of truss clamping assemblies are also clamped with steel bar trusses 2 to form a complete unit floor bearing plate template, and the adjacent unit floor bearing plate templates are mutually spliced in a socket joint mode through the inserting tongues and the inserting spaces of the supporting assemblies;
the steel bar trusses comprise upper chord steel bars, two lower chord steel bars positioned at two sides below the upper chord steel bars and web member steel bars of which two ends are fixedly connected with the upper chord steel bars and the lower chord steel bars respectively, and each steel bar truss is arranged on the floor deck plate body through a plurality of cushion connecting assemblies;
furthermore, the pad connecting assemblies positioned in the middle of the adjacent truss clamping assemblies are arranged in a staggered mode, and the pad connecting assemblies positioned at the two ends are arranged in an aligned mode; the arrangement reduces the arrangement of the cushion connecting assembly, fixes the steel bar truss, reduces the self weight of the upper part of the floor bearing plate body, and greatly improves the construction efficiency;
the support component is a main support body of the template, the support component comprises a support body, a plurality of fixing holes 4-1 are formed in the support body at intervals, the fixing holes coaxially correspond to mounting holes of the cushion connecting component, stiffening grooves 4-2 are uniformly distributed on the support body at intervals in order to improve the toughness of the main support body, and the stiffening grooves can be uniformly distributed along the length direction of the support body;
the fastener includes but is not limited to a screw, a self-tapping screw and the like, and the screw includes but is not limited to a full thread and a half thread; the screw and the self-tapping screw are made of materials including but not limited to iron materials and stainless steel materials; the screw includes but is not limited to inner hexagonal screw, outer hexagonal screw, cross screw, straight screw and the like; the screw can pass supporting component's fixed orifices, building carrier plate body and pad connection subassembly are connected to connect the subassembly with the pad on the building carrier plate body, further, for easy to assemble, can set up the connecting hole in building carrier plate body's the position of predetermineeing in advance, this connecting hole corresponds with supporting component's fixed orifices, and the screw passes the connecting hole on the fixed orifices on the supporting component and the building carrier plate body and is connected with the pad connection subassembly.
Example 1
The cushion connecting assembly is a first cushion connecting assembly 3 and comprises a first connecting piece and cement cushion blocks 3-12 symmetrically clamped at two ends of the bottom surface of the first connecting piece;
the first connecting piece comprises a first connecting piece body, two ends of the first connecting piece body are respectively and integrally provided with a first clamping joint 3-10 and a second clamping joint, one surface of the first clamping joint opposite to the second clamping joint is provided with a clamping groove 3-7, the clamping groove is matched with the outer diameter of the lower chord steel bar for inserting one of the lower chord steel bars of the truss, a vertical bayonet structure is vertically arranged on the second clamping connector, the vertical bayonet structure is used for pressing another lower chord steel bar of the truss downwards from the upper part, the bottom of the first connecting piece body is also symmetrically provided with connecting convex columns, the connecting convex columns are in a cylindrical structure, reinforcing ribs 3-6 are integrally formed on the bottom surface of the first connecting piece body between the connecting convex columns, the height of the reinforcing rib is the same as that of the connecting convex column, a reinforcing groove is formed on the reinforcing rib, and a plurality of reinforcing ribs are formed in the reinforcing groove; the cement cushion blocks are coaxially sleeved on the connecting convex columns, the height of the cement cushion blocks is 2-3 times of that of the connecting convex columns, extrusion clamping pieces 3-11 are symmetrically clamped outside the cement cushion blocks, one ends of the extrusion clamping pieces are integrally formed on the bottom surfaces of the first connecting piece bodies, and mounting holes are coaxially formed in the connecting convex columns; the arrangement of the cement cushion block enables the connecting piece to be arranged in the bottom die to form a gap when being installed, so that concrete can enter the bottom of the connecting piece body, and the connecting piece body can be wrapped by the concrete; and the surface of the connecting piece on the poured floor plate is prevented from being exposed;
the cement cushion block is of an inverted trapezoidal structure, a stepped through hole is formed in the cement cushion block, one end of the stepped through hole is matched with the outer diameter of the connecting convex column and is used for coaxially inserting the connecting convex column, the other end of the stepped through hole is coaxially communicated with the mounting hole, and a fastener can conveniently penetrate through the cement cushion block and the connecting convex column to connect the first connecting piece body to the plate body of the floor support plate;
the extrusion clamping piece comprises a clamping piece body, the bottom end of the opposite side of the clamping piece body is provided with an inclined surface, so that the cement cushion block can be conveniently inserted into the connecting convex column of the connecting piece body, an extrusion angle is formed between the inclined surface and the clamping piece body in the middle of the opposite side, and the extrusion angle is used for holding and limiting the cement cushion block, so that the cement cushion block and the first connecting piece body form a complete first cushion connecting assembly;
the vertical bayonet structure comprises a vertical clamping groove and a pair of inwards-contracted elastic clamping jaws arranged on an opening of the vertical clamping groove, the elastic clamping jaw far away from one side of the clamping head is a first elastic clamping jaw 3-1, the elastic clamping jaw close to the first clamping head is a second elastic clamping jaw 3-5, the thickness of the side wall of the first elastic clamping jaw is 2 times that of the second elastic clamping jaw, reinforcing grooves are further formed in the upper surface of the first elastic clamping jaw at intervals, limiting arc-shaped grooves 3-4 are formed in the bottom of the vertical clamping groove, limiting arc-shaped surfaces 3-3 are arranged on the inner end surfaces of the elastic clamping jaws, and a fixing area is formed between the limiting arc-shaped grooves and the limiting arc-shaped surfaces;
furthermore, in order to enable a lower chord steel bar of the steel bar truss to be clamped into the clamping groove more conveniently, in the embodiment of the utility model, a guide inclined plane is arranged at a notch of the clamping groove, which is far away from the clamping connector II, and the lower chord steel bar of the steel bar truss can smoothly enter the clamping groove of the clamping connector I along the guide inclined plane so as to be clamped in the clamping groove;
the implementation mode of the first clamping head comprises multiple modes, a clamping groove capable of clamping the lower chord steel bar on one side of the clamping head is formed in the first clamping head, the first clamping head comprises a first clamping head body, the middle of the first clamping head body is of a hollow structure, a support column 3-9 is arranged in the middle of the first clamping head body, reinforcing plates 3-8 are further arranged in the first clamping head body in a crossed mode, a plurality of containing spaces are formed in the first clamping head body through the reinforcing plates arranged in a crossed mode, concrete can be filled into the containing spaces, the clamping head is enabled to have downward pressure, and therefore the lower chord steel bar of the steel frame truss arranged in the clamping groove is fastened and locked.
Example 2
The difference between the embodiment and the embodiment 1 is that the pad connecting assembly is a second pad connecting assembly 5, and the second pad connecting assembly comprises a second connecting piece and cement cushion blocks 5-9 symmetrically clamped at two ends of the bottom surface of the second connecting piece;
the second connecting piece comprises a connecting base and a pin rod 5-4 which is in limit insertion connection with the connecting base, the connecting base is a rectangular base, two sides of the upper surface of the rectangular base are respectively provided with a three clamping joint 5-8 and an end inserting disc 5-1, one surface of the three clamping joint, which is opposite to the end inserting disc, is provided with a clamping groove 5-7, the clamping groove is used for clamping a lower chord steel bar of a steel bar truss, an intermediate inserting disc 5-6 is further arranged between the three clamping joint and the end inserting disc, the end inserting disc and the intermediate inserting disc are both of semicircular structures, pin holes for inserting the pin rod are respectively formed in the end inserting disc and the middle inserting disc, the upper surface of the connecting base between the intermediate inserting disc and the end inserting disc is further provided with a reinforcing convex strip 5-5, one end of the reinforcing convex strip is integrally connected with the intermediate inserting disc, and the other end of the reinforcing convex strip is spaced from the end inserting disc to form a placing groove 5-3, the other lower chord steel bar of the steel bar truss is placed, and the bottom of the placing groove is smooth, so that the steel bar trusses with different sizes can be placed conveniently; the end part of the reinforcing convex strip at one side of the placing groove is made into an inclined platform shape; the distance from the bottom of the placing groove to the bottom end of the pin hole is matched with the diameter of a lower chord steel bar of the steel bar truss, so that the steel bar truss can be fastened and connected by the pin rod;
the lower surface of the connecting base is provided with connecting convex columns, the cement cushion blocks are coaxially sleeved on the connecting convex columns, the height of the cement cushion blocks is 2-3 times that of the connecting convex columns, extrusion clamping pieces 5-2 are symmetrically clamped outside the cement cushion blocks, one end of each extrusion clamping piece is integrally arranged on the bottom surface of the connecting base, and mounting holes are coaxially formed in the connecting convex columns; the arrangement of the cement cushion block enables the connecting piece to be arranged in the bottom die to form a gap when being installed, so that concrete can enter the bottom of the connecting piece body, and the connecting piece body can be wrapped by the concrete; and the surface of the connecting piece on the poured floor plate is prevented from being exposed;
the extrusion clamping piece comprises a clamping piece body, the bottom end of the opposite side of the clamping piece body is provided with an inclined surface, so that a cement cushion block and a connecting convex column can be conveniently inserted, an extrusion angle is formed between the inclined surface and the middle part of the opposite side of the clamping piece body, and the extrusion angle is used for holding and limiting the cement cushion block, so that the cement cushion block and the connecting base form a complete second cushion connecting piece;
in the embodiment, in order to better enable the pin roller to fix the lower chord steel bar of the steel bar truss on the connecting base, a plurality of limiting spines are uniformly distributed on the inner peripheral wall of the pin hole on the middle inserting disc, the cross section of each limiting spine is of a triangular structure, and the structure is the prior art and is not described in more detail;
the structure of the third clamping joint is the same as that of the first clamping joint in the embodiment 1, and the structure of the cement cushion block in the embodiment is the same as that of the cement cushion block in the embodiment 1;
example 3
The difference between this embodiment and embodiments 1 and 2 is that the cushion connection assemblies include first cushion connection members and second cushion connection members, the first cushion connection members are disposed at two ends of the floor body, the second cushion connection members are uniformly spaced and disposed at the middle part of the floor body, the first cushion connection members of adjacent truss clamping assemblies are aligned and disposed in a straight line, and the second cushion connection members are disposed in an interlaced state;
the structures of the first pad connection member and the second pad connection member of the present embodiment are the same as those explained in embodiments 1 and 2; and will not be elaborated upon here.
The first connecting piece, the second connecting piece and the connecting piece are all integrally made of plastic materials; the floor support plate body can be made of bamboo plywood or wood plywood which is low in density and easy to process, and can also be made of galvanized plates or alloy steel plates or plastic materials.
The floor support plate is formed by mutually socket-jointing and splicing a plurality of unit floor support plate templates through the support components on the unit templates, and the support components are arranged to support the floor support plate bodies, so that the dislocation of the jointing seams between two adjacent floor support plate bodies is reduced when concrete is poured
The floor support plate is simple in structure, novel in design and convenient to install, the steel bar truss is connected with the floor support plate body through the cushion connecting assembly and the supporting assembly, and the cement cushion blocks of the cushion connecting assembly are arranged, so that connecting pieces cannot be exposed on the surface of the poured floor support plate, later plastering treatment is not needed, materials are greatly saved, and construction efficiency is improved.
The connecting piece of the pad connecting assembly is convenient to install, the steel bar truss can be placed and installed in a limiting mode without extruding and beating, and construction efficiency is greatly improved.
The assembling and constructing process of the utility model can be realized by the following steps:
the method comprises the following steps: selecting floor bearing plate bodies, steel bar trusses, cement cushion blocks, connecting pieces and supporting components with proper sizes and numbers according to construction drawings;
step two: according to the drawing, a connecting hole is formed in each floor support plate body, and cement cushion blocks are inserted into two ends of the bottom surface of the connecting piece to form a cushion connecting assembly;
step three: installing a plurality of cushion connecting assemblies at preset positions respectively, and arranging the cushion connecting assemblies on the floor bearing plate body at intervals to form a plurality of groups of truss clamping assemblies; the bottom surface of the floor bearing plate body corresponding to the position of each cushion connecting piece is also provided with a plurality of supporting components, one end of each supporting component extends out of the floor bearing plate body to form a plug tongue, and the other end of each supporting component and the floor bearing plate body form a plug space;
step four: connecting the support assembly and the floor support plate body with the cushion connecting assembly through fasteners, wherein the fasteners include but are not limited to screws, and the screws penetrate through fixing holes of the support assembly, penetrate through the floor support plate body and extend into mounting holes of the cushion connecting assembly so as to connect and mount the cushion connecting assembly and the support assembly with the floor support plate body;
step five: clamping the steel bar truss on each truss clamping assembly, and if a second cushion connecting piece is used, fixing the lower chord steel bar of the steel bar truss on the connecting piece in a bolt mode to avoid sliding between the steel bar truss and the connecting piece;
step six: repeating the third step to the fifth step to finish the manufacture of a plurality of unit floor bearing plate templates;
after making a plurality of unit building carrier plate templates, the mode of concatenation installation unit building carrier plate template is as follows:
step seven: installing a plurality of unit floor bearing plate templates at preset positions of a supporting frame body, and carrying out socket splicing by matching plug tongues extending out of a supporting assembly with plug spaces formed at the other ends of the supporting assembly;
step eight: pouring concrete on the assembled floor support plate body to enable the concrete to wrap the steel bar truss and the cushion connecting assembly;
step nine: the concrete is solidified to form a floor support plate, the fastening piece for fixing and the supporting assembly for preventing the slab from being staggered are disassembled from the bottom of the floor support plate body, and the fastening piece is not contacted with the concrete because the fastening piece is wrapped on the cushion connecting assembly through the connecting convex column and the cement cushion block, so that the fastening piece is very convenient to disassemble;
step ten: dismantle down the floor carrier plate body from the floor carrier plate, the bottom system of floor carrier plate has the cement cushion bottom surface to expose, and the cement cushion also is concrete and makes, therefore the floor carrier plate bottom surface need not to plaster once more and handles.
Although the embodiments of the present invention and the accompanying drawings are disclosed for illustrative purposes, those skilled in the art will appreciate that: various substitutions, changes and modifications are possible without departing from the spirit and scope of the utility model and the appended claims, and therefore the scope of the utility model is not limited to the disclosure of the embodiments and the accompanying drawings.
Claims (10)
1. The utility model provides a novel assembled building carrier plate which characterized in that: the device comprises at least two unit floor bearing plate templates, wherein each unit floor bearing plate template comprises a floor bearing plate body, truss clamping assemblies, supporting assemblies and fasteners, a plurality of groups of truss clamping assemblies are uniformly distributed on the upper surface of the floor bearing plate body at intervals, each group of truss clamping assemblies consists of a plurality of cushion connecting assemblies arranged in a row, the lower surface of the floor bearing plate body is also provided with a plurality of supporting assemblies, the upper surface of one end of each supporting assembly is provided with an inserting groove, an inserting space is formed between each inserting groove and the floor bearing plate body, the other end of each supporting assembly extends out of the floor bearing plate body, and the end part of each supporting assembly is provided with an inserting tongue matched with the inserting space; the supporting assemblies penetrate through the floor bearing plate bodies through fasteners to be detachably connected with the cushion connecting assemblies, each group of trusses are clamped on the corresponding clamping assemblies to form a complete unit floor bearing plate template, and the adjacent unit floor bearing plate templates are spliced in a socket joint mode through the inserting tongues and the inserting spaces of the supporting assemblies.
2. The novel fabricated floor deck according to claim 1, wherein: the cushion connecting assemblies positioned in the middle of the adjacent truss clamping assemblies are arranged in a staggered mode, and the cushion connecting assemblies positioned at the two ends are arranged in an aligned mode.
3. The novel fabricated floor deck according to claim 1, wherein: the supporting component comprises a supporting body, a plurality of fixing holes are formed in the supporting body at intervals, stiffening grooves are uniformly distributed in the supporting body at intervals, and the stiffening grooves can be uniformly distributed along the length direction of the supporting body.
4. The novel fabricated floor deck according to claim 1, wherein: the cushion connecting assembly is a first cushion connecting assembly and comprises a first connecting piece and cement cushion blocks symmetrically clamped at two ends of the bottom surface of the first connecting piece, the first connecting piece comprises a first connecting piece body, a first clamping joint and a second clamping joint are integrally formed at two ends of the first connecting piece body respectively, a clamping groove is formed in one surface of the first clamping joint relative to the second clamping joint and matched with the outer diameter of a lower chord steel bar, a vertical clamping structure is vertically arranged on the second clamping joint, connecting convex columns are further symmetrically formed at the bottom of the first connecting piece body, reinforcing ribs are further integrally formed on the bottom surface of the first connecting piece body between the connecting convex columns, the height of each reinforcing rib is the same as that of each connecting convex column, reinforcing grooves are formed in the reinforcing ribs, and a plurality of reinforcing ribs are formed in the reinforcing grooves; the cement cushion blocks are coaxially sleeved on the connecting convex columns, the height of the cement cushion blocks is 2-3 times that of the connecting convex columns, the extrusion clamping pieces are symmetrically clamped outside the cement cushion blocks, one ends of the extrusion clamping pieces are integrally arranged on the bottom surfaces of the first connecting piece bodies, and the connecting convex columns are coaxially provided with mounting holes.
5. The novel fabricated floor deck according to claim 1, wherein: the cushion connecting assembly is a second cushion connecting assembly and comprises a second connecting piece and cement cushion blocks symmetrically clamped at two ends of the bottom surface of the second connecting piece, the second connecting piece comprises a connecting base and a pin roller in limit insertion with the connecting base, the connecting base is a rectangular base, a first clamping head and an end inserting disc are respectively arranged at two sides of the upper surface of the rectangular base, a clamping groove is formed in one surface of the first clamping head opposite to the end inserting disc and used for clamping a lower chord steel bar of a steel bar truss, an intermediate inserting disc is further arranged between the first clamping head and the end inserting disc, the end inserting disc and the intermediate inserting disc are of semicircular structures and are respectively provided with a pin hole for inserting the pin roller, reinforcing convex strips are further arranged on the upper surface of the connecting base between the intermediate inserting disc and the end inserting disc, and one end of each reinforcing convex strip is integrally connected with the intermediate inserting disc, the other end of the supporting frame is spaced from the end inserting disc to form a placing groove, the bottom of the placing groove is smooth, and the end part of the reinforcing convex strip on one side of the placing groove is made into an inclined table shape; the distance from the bottom of the placing groove to the bottom end of the pin hole is matched with the diameter of a lower chord steel bar of the steel bar truss, so that the steel bar truss is fastened and connected through the pin roller; the lower surface of the connecting base is provided with connecting convex columns, the cement cushion blocks are coaxially sleeved on the connecting convex columns, the height of the cement cushion blocks is 2-3 times that of the connecting convex columns, extrusion clamping pieces are symmetrically clamped outside the cement cushion blocks, one end of each extrusion clamping piece is integrally arranged on the bottom surface of the connecting base, and mounting holes are coaxially formed in the connecting convex columns.
6. The novel fabricated floor deck according to claim 1, wherein: the cushion connecting assemblies comprise first cushion connecting assemblies and second cushion connecting assemblies, the first cushion connecting assemblies are arranged at two ends of the floor bearing plate body, the second cushion connecting assemblies are uniformly distributed at intervals in the middle of the floor bearing plate body, the first cushion connecting assemblies of the adjacent truss clamping assemblies are aligned and arranged in a straight line, and the second cushion connecting assemblies are arranged in a staggered state.
7. The novel fabricated floor deck according to claim 4 or 5, wherein: the cement cushion block is of an inverted trapezoidal platform structure, a stepped through hole is formed in the cement cushion block, one end of the stepped through hole is matched with the outer diameter of the connecting convex column and used for being coaxially inserted into the connecting convex column, and the other end of the stepped through hole is coaxially communicated with the mounting hole of the connecting convex column.
8. The novel fabricated floor deck according to claim 4 or 5, wherein: the extrusion clamping piece comprises a clamping piece body, the bottom end of the opposite side of the clamping piece body is made into an inclined surface, and an extrusion angle used for holding and limiting a cement cushion block is formed in the middle of the opposite side of the inclined surface and the clamping piece body.
9. The novel fabricated floor deck according to claim 4, wherein: vertical bayonet structure includes vertical draw-in groove and sets up the elasticity jack catch of a pair of internal contraction on vertical draw-in groove opening, keeps away from the elasticity jack catch of first one side of joint is first elasticity jack catch, and the elasticity jack catch that is close to first joint is second elasticity jack catch, the lateral wall thickness of first elasticity jack catch is 2 times of second elasticity jack catch thickness, and first elasticity jack catch upper surface still interval system has the reinforcing groove, the bottom of vertical draw-in groove is provided with spacing arc wall, and the interior terminal surface of elasticity jack catch is provided with spacing arcwall face, forms fixed area between spacing arc wall and the spacing arcwall face.
10. The novel fabricated floor deck according to claim 4 or 5, wherein: the first clamping head comprises a first clamping head body, the middle of the first clamping head body is of a hollow structure, a support column is arranged in the middle of the first clamping head body, reinforcing plates are further arranged in the first clamping head body in a crossed mode, and a plurality of containing spaces are formed in the first clamping head body through the reinforcing plates arranged in a crossed mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122580249.2U CN216195859U (en) | 2021-10-26 | 2021-10-26 | Novel assembled building carrier plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122580249.2U CN216195859U (en) | 2021-10-26 | 2021-10-26 | Novel assembled building carrier plate |
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| Publication Number | Publication Date |
|---|---|
| CN216195859U true CN216195859U (en) | 2022-04-05 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122580249.2U Active CN216195859U (en) | 2021-10-26 | 2021-10-26 | Novel assembled building carrier plate |
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| Country | Link |
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| CN (1) | CN216195859U (en) |
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2021
- 2021-10-26 CN CN202122580249.2U patent/CN216195859U/en active Active
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