CN212453253U - Profiled steel sheet composite floor - Google Patents
Profiled steel sheet composite floor Download PDFInfo
- Publication number
- CN212453253U CN212453253U CN202020906155.2U CN202020906155U CN212453253U CN 212453253 U CN212453253 U CN 212453253U CN 202020906155 U CN202020906155 U CN 202020906155U CN 212453253 U CN212453253 U CN 212453253U
- Authority
- CN
- China
- Prior art keywords
- fixedly connected
- concrete slab
- plate
- composite floor
- profiled
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Abstract
The utility model discloses a profiled sheet composite floor, including profiled sheet, girder steel, peg, fixed steel bar and concrete slab, the top fixed connection of girder steel has profiled sheet, profiled sheet's top fixedly connected with concrete slab, profiled sheet's top fixedly connected with peg, concrete slab's inside is provided with thermal-insulated structure, one side fixedly connected with mosaic structure of concrete slab, concrete slab's the equidistant fixedly connected with fixed steel bar in inside. The utility model discloses a be provided with mosaic structure's inside and set gradually fixing bolt, link up groove, picture peg, limiting plate, thread groove and slot, when the floor needs to enlarge the area, insert the picture peg of a floor inside the slot of another floor, pass the limiting plate with fixing bolt and link up the groove and twist, screw up the back with the thread groove and just accomplish fixedly, twist out fixing bolt and extract the picture peg again, just accomplished and torn apart, realized quick assembly disassembly, convenient construction, transportation.
Description
Technical Field
The utility model relates to a house construction technical field specifically is a profiled sheet composite floor.
Background
The profiled steel sheet and concrete combined floor slab is a combined floor slab formed by pouring concrete on a profiled steel sheet, people can realize that the profiled steel sheet and concrete floor slab combined structure has the advantages of time saving, labor saving and good economic benefit as early as thirty years of the last century, and the profiled steel sheet of the first generation appears in the market in the last 50 years.
In the process of implementing the present invention, the inventor finds that at least the following problems exist in the prior art and are not solved:
(1) the traditional profiled steel sheet composite floor slab is difficult to arrange wires, and the phenomenon of water seepage inside the wire arranging holes is easy to occur after wire arranging, so that the traditional profiled steel sheet composite floor slab is very dangerous;
(2) the traditional profiled steel sheet composite floor slab can only be poured according to a specified size, so that the construction period is long and the transportation is inconvenient;
(3) the traditional profiled steel sheet composite floor slab has the defects of faster heat conductivity and poorer heat insulation compared with the common floor slab because of the profiled steel sheet.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a profiled sheet composite floor to provide the winding displacement among the solution above-mentioned background art and seep water easily, the fixed inconvenient transportation of size and thermal-insulated poor problem.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a profiled sheet composite floor, includes profiled sheet, girder steel, peg, fixed steel bar and concrete slab, the top fixed connection of girder steel has profiled sheet, profiled sheet's top fixedly connected with concrete slab, profiled sheet's top fixedly connected with peg, concrete slab's inside is provided with thermal-insulated structure, one side fixedly connected with mosaic structure of concrete slab, concrete slab's inside equidistant fixedly connected with fixed steel bar, the inside bottom of concrete slab is provided with the winding displacement structure.
Preferably, through-hole, winding displacement pipe, the grained layer that absorbs water and rubber tube have set gradually in winding displacement structure's inside, winding displacement pipe fixed connection is in the inside bottom of concrete slab, the inside fixedly connected with grained layer that absorbs water of winding displacement pipe, the inside fixedly connected with rubber tube on grained layer that absorbs water.
Preferably, the rubber tube is provided with a through hole inside, and the through hole penetrates through two ends of the concrete slab.
Preferably, fixing bolt, through groove, picture peg, limiting plate, thread groove and slot have set gradually in mosaic structure's inside, the slot is inlayed in concrete slab's one side, picture peg fixed connection is at concrete slab's opposite side, slot and picture peg swing joint.
Preferably, the thread groove is inlaid in one side of the top end of the concrete slab, the top end of the thread groove is fixedly connected with a limiting plate, fixing bolts are movably connected in the limiting plate at equal intervals, and the fixing bolts are in threaded connection with the thread groove.
Preferably, a through groove is formed in the insertion plate, the fixing bolt penetrates through two ends of the insertion plate, and the fixing bolt is movably connected with the through groove.
Preferably, the heat insulation structure is internally provided with a heat insulation plate, a cavity, an aerogel felt and a connecting pile in sequence, the heat insulation plate is arranged inside the concrete slab, the cavity is arranged inside the heat insulation plate, the connecting pile is fixedly connected inside the heat insulation plate, and the aerogel felt is fixedly connected inside the cavity.
Compared with the prior art, the beneficial effects of the utility model are that: the profiled steel sheet composite floor not only realizes the waterproof of the wire arranging port, realizes the splicing and fixing, but also realizes the heat insulation of the reinforced floor;
(1) through the through hole, the winding displacement pipe, the water-absorbing particle layer and the rubber pipe which are sequentially arranged in the winding displacement structure, when the winding displacement is needed in the floor slab construction, the cable directly penetrates through the through hole, when the water seepage phenomenon occurs, water is quickly absorbed by the water-absorbing particle layer in the winding displacement pipe after entering the winding displacement pipe, the rubber pipe outside the cable seals the cable, the insulation effect is achieved, and the loss caused by water seepage and electricity leakage is avoided;
(2) the fixing bolt, the through groove, the inserting plate, the limiting plate, the thread groove and the inserting groove are sequentially arranged in the splicing structure, when the floor plates need to enlarge the area, the inserting plate of one floor plate is inserted into the inserting groove of the other floor plate, the fixing bolt penetrates through the limiting plate and the through groove and is screwed, the fixing is completed after the fixing bolt is screwed out and then the inserting plate is pulled out, the detaching is completed, the quick assembling and disassembling are realized, and the construction and the transportation are convenient;
(3) through having set gradually heat insulating board, cavity, aerogel felt and connecting pile in heat insulation structure's inside, heat transfer is inside the concrete slab after, passes the heat insulating board and is blocked by the inside aerogel felt of cavity, has realized blockking that the heat passes, accomplishes the thermal-insulated of whole floor.
Drawings
Fig. 1 is a schematic front view of a cross-sectional structure of the present invention;
fig. 2 is a schematic top view of the splicing structure of the present invention;
fig. 3 is an enlarged schematic structural view of a point a in fig. 1 according to the present invention;
fig. 4 is a schematic view of the heat insulation structure of the present invention showing an enlarged structure in a plan view.
In the figure: 1. profiled steel sheets; 2. a flat cable structure; 201. a through hole; 202. a wire arrangement pipe; 203. a water-absorbent particle layer; 204. a rubber tube; 3. a steel beam; 4. a stud; 5. fixing the steel bars; 6. splicing structures; 601. fixing the bolt; 602. a through groove; 603. inserting plates; 604. a limiting plate; 605. a thread groove; 606. a slot; 7. a thermally insulating structure; 701. a heat insulation plate; 702. a cavity; 703. aerogel blankets; 704. connecting piles; 8. a concrete slab.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides an embodiment: a profiled steel sheet composite floor slab comprises a profiled steel sheet 1, a steel beam 3, studs 4, fixed reinforcing steel bars 5 and a concrete slab 8, wherein the top end of the steel beam 3 is fixedly connected with the profiled steel sheet 1, the top end of the profiled steel sheet 1 is fixedly connected with the concrete slab 8, the top end of the profiled steel sheet 1 is fixedly connected with the studs 4, and a heat insulation structure 7 is arranged inside the concrete slab 8;
the heat insulation structure 7 is internally provided with a heat insulation plate 701, a cavity 702, an aerogel felt 703 and a connecting pile 704 in sequence, the heat insulation plate 701 is arranged inside a concrete slab 8, the cavity 702 is arranged inside the heat insulation plate 701, the connecting pile 704 is fixedly connected inside the heat insulation plate 701, and the aerogel felt 703 is fixedly connected inside the cavity 702;
specifically, as shown in fig. 1, 3 and 4, when the mechanism is used, firstly, after heat is transferred to the interior of the concrete slab 8, the heat passing through the heat insulation plate 701 is blocked by the aerogel felt 703 in the interior of the cavity 702, so that the heat passing through is blocked, and the heat insulation of the whole floor slab is completed;
one side of the concrete slab 8 is fixedly connected with a splicing structure 6;
the interior of the splicing structure 6 is sequentially provided with a fixing bolt 601, a through groove 602, an inserting plate 603, a limiting plate 604, a thread groove 605 and a slot 606, the slot 606 is embedded in one side of the concrete slab 8, the inserting plate 603 is fixedly connected to the other side of the concrete slab 8, and the slot 606 is movably connected with the inserting plate 603;
the thread groove 605 is embedded at one side of the top end of the concrete slab 8, the top end of the thread groove 605 is fixedly connected with a limiting plate 604, the inside of the limiting plate 604 is movably connected with fixing bolts 601 at equal intervals, and the fixing bolts 601 are in threaded connection with the thread groove 605;
a through groove 602 is formed in the inserting plate 603, a fixing bolt 601 penetrates through two ends of the inserting plate 603, and the fixing bolt 601 is movably connected with the through groove 602;
specifically, as shown in fig. 1 and fig. 2, when the mechanism is used, firstly, when the floor slab needs to be enlarged in area, the inserting plate 603 of one floor slab is inserted into the inserting groove 606 of the other floor slab, the fixing bolt 601 penetrates through the limiting plate 604 and the through groove 602 and is screwed, and is screwed with the thread groove 605 to complete fixing, and the fixing bolt 601 is screwed out and then the inserting plate 603 is pulled out, so that the detachment is completed, the quick assembly and disassembly are realized, and the construction and the transportation are convenient;
the interior of the concrete slab 8 is fixedly connected with fixed steel bars 5 at equal intervals, and the bottom end of the interior of the concrete slab 8 is provided with a flat cable structure 2;
the through hole 201, the winding displacement pipe 202, the water-absorbing particle layer 203 and the rubber pipe 204 are sequentially arranged in the winding displacement structure 2, the winding displacement pipe 202 is fixedly connected to the bottom end in the concrete slab 8, the water-absorbing particle layer 203 is fixedly connected in the winding displacement pipe 202, and the rubber pipe 204 is fixedly connected in the water-absorbing particle layer 203;
a through hole 201 is formed in the rubber tube 204, and the through hole 201 penetrates through two ends of the concrete slab 8;
specifically, as shown in fig. 1 and 3, when the mechanism is used, firstly, when a wire needs to be arranged inside a floor slab construction, a cable directly penetrates through the through hole 201, when a water seepage phenomenon occurs, water is quickly absorbed by the water-absorbing particle layer 203 in the wire arranging pipe 202 after entering the wire arranging pipe 202, and the rubber pipe 204 outside the cable seals the cable, so that an insulation effect is achieved, and loss caused by water seepage and electric leakage is avoided;
the working principle is as follows: the utility model discloses when using, at first, when the floor construction is under construction, when inside needs the winding displacement, directly pass through-hole 201 with the cable, when the infiltration phenomenon appears, water is absorbed fast by the grained layer 203 that absorbs water in winding displacement pipe 202 after getting into winding displacement pipe 202, and the outside rubber tube 204 of cable seals the cable, plays insulating effect, has avoided the loss that the infiltration electric leakage leads to.
Then, when the floor slabs need to be enlarged in area, the inserting plate 603 of one floor slab is inserted into the inserting groove 606 of the other floor slab, the fixing bolt 601 penetrates through the limiting plate 604 and the through groove 602 and is screwed, the fixing is completed after the fixing bolt 601 is screwed with the thread groove 605, the inserting plate 603 is pulled out after the fixing bolt 601 is screwed out, the detaching is completed, the rapid dismounting is realized, and the construction and the transportation are convenient.
Finally, after the heat is transferred to the interior of the concrete slab 8, the heat penetrating through the heat insulation plate 701 is blocked by the aerogel felt 703 in the cavity 702, so that the heat penetration is blocked, and the heat insulation of the whole floor slab is completed.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention 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.
Claims (7)
1. The utility model provides a profiled sheet composite floor, includes profiled sheet (1), girder steel (3), peg (4), fixed steel bar (5) and concrete slab (8), its characterized in that: the steel beam is characterized in that a compression steel plate (1) is fixedly connected to the top end of the steel beam (3), a concrete plate (8) is fixedly connected to the top end of the compression steel plate (1), a stud (4) is fixedly connected to the top end of the compression steel plate (1), a heat insulation structure (7) is arranged inside the concrete plate (8), a splicing structure (6) is fixedly connected to one side of the concrete plate (8), fixing reinforcing steel bars (5) are fixedly connected to the inside of the concrete plate (8) at equal intervals, and a flat cable structure (2) is arranged at the bottom end of the inside of the concrete plate (8).
2. The profiled steel sheet composite floor as claimed in claim 1, wherein: through-hole (201), winding displacement pipe (202), granule layer (203) and rubber tube (204) have set gradually to the inside of winding displacement structure (2), winding displacement pipe (202) fixed connection is in the inside bottom of concrete slab (8), the inside fixedly connected with granule layer (203) that absorbs water of winding displacement pipe (202), the inside fixedly connected with rubber tube (204) of granule layer (203) that absorbs water.
3. The profiled steel sheet composite floor as set forth in claim 2, wherein: the rubber tube (204) is internally provided with a through hole (201), and the through hole (201) penetrates through two ends of the concrete slab (8).
4. The profiled steel sheet composite floor as claimed in claim 1, wherein: the inside of mosaic structure (6) has set gradually fixing bolt (601), has link up groove (602), picture peg (603), limiting plate (604), thread groove (605) and slot (606), one side at concrete slab (8) is inlayed in slot (606), picture peg (603) fixed connection is at concrete slab (8) opposite side, slot (606) and picture peg (603) swing joint.
5. The profiled steel sheet composite floor as set forth in claim 4, wherein: the concrete slab is characterized in that the thread groove (605) is embedded in one side of the top end of the concrete slab (8), a limiting plate (604) is fixedly connected to the top end of the thread groove (605), fixing bolts (601) are movably connected to the inside of the limiting plate (604) at equal intervals, and the fixing bolts (601) are in threaded connection with the thread groove (605).
6. The profiled steel sheet composite floor as set forth in claim 4, wherein: the interior of picture peg (603) is provided with through groove (602), fixing bolt (601) run through the both ends of picture peg (603), fixing bolt (601) and through groove (602) swing joint.
7. The profiled steel sheet composite floor as claimed in claim 1, wherein: the interior of thermal-insulated structure (7) has set gradually heat insulating board (701), cavity (702), aerogel felt (703) and connecting pile (704), heat insulating board (701) set up the inside at concrete slab (8), the inside of heat insulating board (701) is provided with cavity (702), the inside fixedly connected with connecting pile (704) of heat insulating board (701), the inside fixedly connected with aerogel felt (703) of cavity (702).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020906155.2U CN212453253U (en) | 2020-05-26 | 2020-05-26 | Profiled steel sheet composite floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020906155.2U CN212453253U (en) | 2020-05-26 | 2020-05-26 | Profiled steel sheet composite floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212453253U true CN212453253U (en) | 2021-02-02 |
Family
ID=74501614
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020906155.2U Active CN212453253U (en) | 2020-05-26 | 2020-05-26 | Profiled steel sheet composite floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212453253U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113931363A (en) * | 2021-10-27 | 2022-01-14 | 中铁三局集团建筑安装工程有限公司 | Construction method of steel truss and profiled steel plate concrete composite floor |
-
2020
- 2020-05-26 CN CN202020906155.2U patent/CN212453253U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113931363A (en) * | 2021-10-27 | 2022-01-14 | 中铁三局集团建筑安装工程有限公司 | Construction method of steel truss and profiled steel plate concrete composite floor |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN212453253U (en) | Profiled steel sheet composite floor | |
| CN211007021U (en) | Prefabricated balcony of prefabricated building | |
| CN211312879U (en) | Prefabricated wallboard of assembled steel construction | |
| CN211007158U (en) | Prefabricated self-insulation concrete shear wall system | |
| CN210767411U (en) | Water storage argil plate curtain wall beam column decoration structure | |
| CN212248809U (en) | Prefabricated formula side fascia of assembly type structure | |
| CN214423395U (en) | Assembled waterproof wall of leading | |
| CN211548152U (en) | Waterproof assembled floor | |
| CN210508026U (en) | Full light concrete composite wall panel | |
| CN110067314B (en) | Heat-insulating bridge type wall heat-insulating net rack plate | |
| CN114059707A (en) | High strength building engineering concrete wallboard | |
| CN203160432U (en) | Insulating layer structure of wall | |
| CN201406831Y (en) | Permanent insulation template | |
| CN220247247U (en) | External wall insulation structure | |
| CN216239927U (en) | ZK low carbon exempts from to tear open compression resistance template cast-in-place prefabricated house entirely | |
| CN213174318U (en) | Connection structure of assembled heat preservation composite wall panel and roof beam, post | |
| CN218758090U (en) | Low-carbon wall body heat preservation device for building | |
| CN216041811U (en) | Assembly type floor connection structure for assembly type building | |
| CN217204859U (en) | High-strength waterproof heat-insulation precast concrete wallboard | |
| CN211341408U (en) | Building wallboard structure | |
| CN216516276U (en) | Improved generation tenon fourth of twelve earthly branches assembled steel pipe concrete heat preservation shear wall system | |
| CN214574879U (en) | Fireproof heat-insulating wall body of assembled energy-saving building | |
| CN220827904U (en) | Precast concrete member dry-type quick connecting system | |
| CN109594676A (en) | A kind of precast concrete sandwich heat preservation wallboard and exterior wall | |
| CN215054201U (en) | Transverse connection structure of prefabricated shear wall and cast-in-place shear wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |