CN110616841A - Steel bar truss floor support plate - Google Patents
Steel bar truss floor support plate Download PDFInfo
- Publication number
- CN110616841A CN110616841A CN201910941643.9A CN201910941643A CN110616841A CN 110616841 A CN110616841 A CN 110616841A CN 201910941643 A CN201910941643 A CN 201910941643A CN 110616841 A CN110616841 A CN 110616841A
- Authority
- CN
- China
- Prior art keywords
- screw rod
- truss
- steel bar
- carrier plate
- plate body
- 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.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 44
- 239000010959 steel Substances 0.000 title claims abstract description 44
- 230000006978 adaptation Effects 0.000 abstract 1
- 239000000428 dust Substances 0.000 description 11
- 238000003466 welding Methods 0.000 description 7
- 230000003014 reinforcing effect Effects 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- PWHULOQIROXLJO-UHFFFAOYSA-N Manganese Chemical compound [Mn] PWHULOQIROXLJO-UHFFFAOYSA-N 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 235000019504 cigarettes Nutrition 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 229910052748 manganese Inorganic materials 0.000 description 1
- 239000011572 manganese Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000004021 metal welding Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000004806 packaging method and process Methods 0.000 description 1
- 239000002985 plastic film Substances 0.000 description 1
- 229920006255 plastic film Polymers 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000002444 silanisation Methods 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 238000011179 visual inspection Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a steel bar truss floor bearing plate, and belongs to the technical field of constructional engineering equipment. The utility model provides a steel bar truss building carrier plate, includes building carrier plate body and slider, the spout has been seted up to the inside of building carrier plate body, the shape of spout is concave type, just the quantity of spout is ten, ten first screw hole has all been seted up to the inside of spout, the inside threaded connection of first screw hole has the screw rod, the quantity of screw rod is four, four the equal fixedly connected with screw rod pullover in one side of screw rod. This steel bar truss building carrier plate, in the screw rod threaded connection inserts the inside of first screw hole and second screw hole, the one end of screw rod will extend to the outside of building carrier plate body, then join in marriage the nut with screw rod looks adaptation in the one end of screw rod, the truss reaches fixedly in the inside of building carrier plate body, and then makes the truss of this device when being connected with building carrier plate body, thereby does not need the staff to weld it and reaches fixedly.
Description
Technical Field
The invention relates to the technical field of constructional engineering equipment, in particular to a steel bar truss floor bearing plate.
Background
A steel bar truss floor bearing plate is formed by steel bars, trusses and floor bearing plates, is improved on the basis of a profiling floor bearing plate and is a novel building material, the steel bar truss is formed and processed in a background processing field, the length can be prefabricated, rust removing and rust preventing process technologies such as sheet metal welding, silanization, pure manganese phosphorization, washing drying, galvanization and the like are adopted, a rust preventing film is wound and sealed, the truss floor bearing plate is placed at a correct position firstly in site construction, support steel bars are welded, studs are welded, the site steel bars are placed for binding, concrete is poured after customer acceptance, visual inspection and measurement are carried out, batch products need factory inspection pass certificates, the flatness of the plate is less than 3mm, obvious unevenness and distortion cannot be caused, the thickness of a galvanized layer is more than 120g, the surface of the plate cannot be scratched or scratched, two-treasure welding slag remains, welding spots are firmly dissolved, false welding cannot be caused, Welding deviation and missing welding. The surface of the product can not influence the pollutants of cement solidification, and the packaging antirust plastic film can not be oxidized, and the product can be stored in a dark place and packaged perfectly. The diameter of the steel bar is up to standard.
Current steel bar truss building carrier plate when the staff with reinforcing bar, truss, building carrier plate when connecting, uses welded mode to connect usually, not only makes the staff need higher work experience and accumulation, leads to nimble not good problem, and the staff is when welding it moreover, and the welding rod will produce a large amount of black cigarette, causes certain destruction to surrounding environment.
Disclosure of Invention
The invention aims to solve the problem of poor flexibility in the prior art, and provides a steel bar truss floor bearing plate.
In order to achieve the purpose, the invention adopts the following technical scheme:
the utility model provides a steel bar truss building carrier plate, includes building carrier plate body and slider, the spout has been seted up to the inside of building carrier plate body, the shape of spout is concave type, just the quantity of spout is ten, ten first screw hole has all been seted up to the inside of spout, the inside threaded connection of first screw hole has the screw rod, the quantity of screw rod is four, four the equal fixedly connected with screw rod pullover in one side of screw rod, the opposite side threaded connection of screw rod pullover has the nut.
Preferably, ten equal sliding connection in inside of spout has the slider, the second screw hole has been seted up to the inside of slider.
Preferably, one side of the sliding block is fixedly connected with a truss, and reinforcing steel bars are welded inside the truss.
Preferably, the number of reinforcing bar is a plurality of, a plurality of equal fixedly connected with ligature steel wire in one side of reinforcing bar.
Preferably, the inside of reinforcing bar and ligature steel wire all is provided with the space, the inside in space is provided with the dust screen frame, the inside of dust screen frame is provided with the dust screen.
Preferably, one end of the screw rod penetrates into the second threaded hole, and the number of the second threaded holes is ten.
Compared with the prior art, the invention provides a steel bar truss floor bearing plate, which has the following beneficial effects:
1. according to the invention, through the matching arrangement of the floor support plate body, the sliding groove, the screw rod, the first threaded hole, the sliding block, the second threaded hole and the truss, when the device is used, because the sliding block can be in sliding connection in the sliding groove, a worker puts the sliding block fixedly connected with the bottom of the truss into the sliding groove, keeps the first threaded hole formed in the sliding groove and the second threaded hole formed in the sliding block horizontal in the floor support plate body, so that the screw rod is in threaded connection with the inner parts of the first threaded hole and the second threaded hole, one end of the screw rod extends to the outer part of the floor support plate body, and then a nut matched with the screw rod is matched with one end of the screw rod, thereby the truss is fixed in the floor support plate body, and further the truss of the device is connected with the floor support plate body without being welded by the worker so as to be fixed, and then very big improvement the flexibility of the truss of this device when being connected with the building carrier plate body.
2. According to the invention, through the arrangement of the dustproof net outer frame and the dustproof net, workers fix the steel bars in the truss through the binding steel wires, then pour concrete, and cover the dustproof net on one side of the truss after the workers pour concrete in the truss, so that external dust can be effectively prevented from entering the truss, and the forming effect of the concrete in the truss is further effectively improved.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of a reinforcement bar according to the present invention;
FIG. 3 is a side view of the slider of the present invention;
FIG. 4 is a schematic view of a second threaded hole of the present invention;
FIG. 5 is an enlarged view of the structure at A in FIG. 2 according to the present invention;
fig. 6 is a schematic view of the dust screen structure of the present invention.
In the figure: 1. a floor deck body; 2. a chute; 3. a screw; 4. sleeving a screw rod head; 5. a slider; 6. a second threaded hole; 7. a truss; 8. reinforcing steel bars; 9. binding steel wires; 10. a dustproof net outer frame.
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.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are merely for convenience in describing the present invention and simplifying the description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention.
Referring to fig. 1-6, a steel bar truss floor support plate comprises a floor support plate body 1 and a sliding block 5, wherein a sliding groove 2 is formed in the floor support plate body 1, the sliding groove 2 is concave, the sliding grooves 2 are ten, first threaded holes are formed in the ten sliding grooves 2, a screw 3 is in threaded connection with the inside of each first threaded hole, the screw 3 is four, a screw sleeve head 4 is fixedly connected to one side of each screw 3, a nut is in threaded connection with the other side of each screw sleeve head 4, the sliding blocks 5 are in sliding connection with the inside of the ten sliding grooves 2, a second threaded hole 6 is formed in the sliding block 5, a truss 7 is fixedly connected to one side of the sliding block 5, and the steel bar truss floor support plate can be used by matching the floor support plate body 1, the sliding grooves 2, the screws 3, the first threaded holes, the sliding blocks 5, the second threaded holes 6 and the truss, because the sliding block 5 can be in sliding connection in the sliding groove 2, a worker puts the sliding block 5 fixedly connected with the bottom of the truss 7 into the sliding groove 2, keeps the first threaded hole formed in the sliding groove 2 and the second threaded hole 6 formed in the sliding block 5 horizontal in the floor bearing plate body 1, so that the screw 3 is in threaded connection with the first threaded hole and the second threaded hole 6, one end of the screw 3 extends to the outside of the floor bearing plate body 1, and then the nut matched with the screw 3 is matched with one end of the screw 3, so that the truss 7 is fixed in the floor bearing plate body 1, and further the truss 7 of the device is connected with the floor bearing plate body 1 without being welded by the worker to achieve fixation, thereby greatly improving the flexibility of the truss 7 of the device when being connected with the floor bearing plate body 1, the steel bars 8 are welded in the truss 7, the number of the steel bars 8 is several, binding steel wires 9 are fixedly connected to one sides of the steel bars 8, gaps are formed in the steel bars 8 and the binding steel wires 9, a dustproof net outer frame 10 is arranged in each gap, a dustproof net is arranged in the dustproof net outer frame 10, through the arrangement of the dustproof net outer frame 10 and the dustproof net, workers fix the steel bars 8 inside the truss 7 through the binding steel wires 9, then, after casting concrete, when a worker casts concrete on the inside of the girder 7, the dust screen outer frame 10 is covered on one side of the girder 7, so that it is possible to effectively prevent external dust from entering the inside of the girder 7, and then the effectual shaping effect that improves the concrete in truss 7, the one end of screw rod 3 runs through to the inside of second screw hole 6, and the quantity of second screw hole 6 is ten.
In the invention, through the matching arrangement of the floor support plate body 1, the sliding groove 2, the screw rod 3, the first threaded hole, the sliding block 5, the second threaded hole 6 and the truss 7, when the device is used, because the sliding block 5 can be in sliding connection in the sliding groove 2, a worker puts the sliding block 5 fixedly connected with the bottom of the truss 7 into the sliding groove 2, keeps the first threaded hole formed in the sliding groove 2 and the second threaded hole 6 formed in the sliding block 5 horizontal in the floor support plate body 1, so that the screw rod 3 is in threaded connection with the first threaded hole and the second threaded hole 6, one end of the screw rod 3 extends to the outside of the floor support plate body 1, and then one end of the screw rod 3 is matched with the screw cap matched with the screw rod 3, so that the truss 7 is fixed in the floor support plate body 1, and further when the truss 7 of the device is connected with the floor support plate body 1, thereby it reaches fixedly not need the staff to weld it, and then very big improvement the flexibility of this device's truss 7 when being connected with building carrier plate body 1, setting through dust screen frame 10 and dust screen, the staff fixes reinforcing bar 8 in the inside of truss 7 through ligature steel wire 9, then concreting, after the staff is at the inside concreting to truss 7, cover one side at truss 7 with dust screen frame 10, thereby can prevent outside dust entering truss 7's inside effectively, and then the effectual shaping effect that has improved the concrete at truss 7 inside.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and the technical solutions and the inventive concepts thereof according to the present invention should be equivalent or changed within the scope of the present invention.
Claims (6)
1. The utility model provides a steel bar truss building carrier plate, includes building carrier plate body (1) and slider (5), its characterized in that, spout (2) have been seted up to the inside of building carrier plate body (1), the shape of spout (2) is concave type, just the quantity of spout (2) is ten, ten first screw hole has all been seted up to the inside of spout (2), the inside threaded connection of first screw hole has screw rod (3), the quantity of screw rod (3) is four, four the equal fixedly connected with screw rod pullover (4) in one side of screw rod (3), the opposite side threaded connection of screw rod pullover (4) has the nut.
2. The steel bar truss floor deck according to claim 1, wherein sliding blocks (5) are slidably connected to the insides of the ten sliding grooves (2), and second threaded holes (6) are formed in the insides of the sliding blocks (5).
3. A steel bar truss floor deck according to claim 1, wherein a truss (7) is fixedly connected to one side of the sliding block (5), and steel bars (8) are welded inside the truss (7).
4. The steel bar truss floor deck according to claim 1, wherein the number of the steel bars (8) is several, and one side of each of the several steel bars (8) is fixedly connected with a binding steel wire (9).
5. The steel bar truss floor deck according to claim 3 or 4, wherein gaps are formed in the steel bars (8) and the binding steel wires (9), a dustproof net outer frame (10) is arranged in each gap, and a dustproof net is arranged in each dustproof net outer frame (10).
6. A steel bar truss floor deck according to claim 1, wherein one end of the screw (3) penetrates into the inside of the second screw hole (6), and the number of the second screw holes (6) is ten.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910941643.9A CN110616841A (en) | 2019-09-30 | 2019-09-30 | Steel bar truss floor support plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910941643.9A CN110616841A (en) | 2019-09-30 | 2019-09-30 | Steel bar truss floor support plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110616841A true CN110616841A (en) | 2019-12-27 |
Family
ID=68925136
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910941643.9A Pending CN110616841A (en) | 2019-09-30 | 2019-09-30 | Steel bar truss floor support plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110616841A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN207296117U (en) * | 2017-08-23 | 2018-05-01 | 京工建（北京）钢结构工程有限公司 | Integral type steel bar truss floor support plate structure |
| CN108951983A (en) * | 2018-08-16 | 2018-12-07 | 江苏银环新材料科技有限公司 | Steel bar truss floor support plate and combination floor support plate |
| KR101940214B1 (en) * | 2018-07-31 | 2019-01-18 | 최용성 | Seperatable Deck-Plate |
| CN208441458U (en) * | 2018-04-17 | 2019-01-29 | 浙江铭凯集成房屋有限公司 | Dismantle self-bearing type steel bar truss floor support plate |
| CN209194816U (en) * | 2018-12-10 | 2019-08-02 | 深圳金鑫绿建股份有限公司 | A kind of connection structure of prefabricated assembled concrete floor and girder steel |
| CN110173067A (en) * | 2019-07-02 | 2019-08-27 | 山东金宇杭萧装配建筑有限公司 | A kind of assembly detachable reinforcing steel truss floor support plate and its construction method |
| CN211007249U (en) * | 2019-09-30 | 2020-07-14 | 江苏昊钢建筑科技有限公司 | Steel bar truss floor support plate |
-
2019
- 2019-09-30 CN CN201910941643.9A patent/CN110616841A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN207296117U (en) * | 2017-08-23 | 2018-05-01 | 京工建（北京）钢结构工程有限公司 | Integral type steel bar truss floor support plate structure |
| CN208441458U (en) * | 2018-04-17 | 2019-01-29 | 浙江铭凯集成房屋有限公司 | Dismantle self-bearing type steel bar truss floor support plate |
| KR101940214B1 (en) * | 2018-07-31 | 2019-01-18 | 최용성 | Seperatable Deck-Plate |
| CN108951983A (en) * | 2018-08-16 | 2018-12-07 | 江苏银环新材料科技有限公司 | Steel bar truss floor support plate and combination floor support plate |
| CN209194816U (en) * | 2018-12-10 | 2019-08-02 | 深圳金鑫绿建股份有限公司 | A kind of connection structure of prefabricated assembled concrete floor and girder steel |
| CN110173067A (en) * | 2019-07-02 | 2019-08-27 | 山东金宇杭萧装配建筑有限公司 | A kind of assembly detachable reinforcing steel truss floor support plate and its construction method |
| CN211007249U (en) * | 2019-09-30 | 2020-07-14 | 江苏昊钢建筑科技有限公司 | Steel bar truss floor support plate |
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