CN211572183U - Mid-span supporting device for floor support plate - Google Patents
Mid-span supporting device for floor support plate Download PDFInfo
- Publication number
- CN211572183U CN211572183U CN202020093028.5U CN202020093028U CN211572183U CN 211572183 U CN211572183 U CN 211572183U CN 202020093028 U CN202020093028 U CN 202020093028U CN 211572183 U CN211572183 U CN 211572183U
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- support
- girder steel
- steel
- hole
- carrier plate
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 84
- 239000010959 steel Substances 0.000 claims abstract description 84
- 210000003205 muscle Anatomy 0.000 claims abstract description 31
- 230000006978 adaptation Effects 0.000 claims description 2
- 230000003014 reinforcing effect Effects 0.000 abstract description 8
- 230000000694 effects Effects 0.000 abstract description 6
- 238000010276 construction Methods 0.000 description 5
- 238000003466 welding Methods 0.000 description 3
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model discloses a building carrier plate is supporting device during striding, including supporting the girder steel, the upper surface set screw hole of support girder steel, the upper surface of supporting the girder steel is provided with the support and erects the muscle, the side fixedly connected with support horizontal muscle of muscle is erected to the support, the unsmooth type building carrier plate of last fixed surface connection with of support girder steel, the side fixedly connected with lower chord reinforcing bar of unsmooth type building carrier plate, the inner wall of through-hole is provided with the set screw, the surface of set screw is provided with the nut. This supporting device during building carrier plate is striden, through setting up the support girder steel, through-hole, screw hole, fixed screw, unsmooth type building carrier plate and nut, the fixed screw of being convenient for extends to the upper surface that supports the girder steel through the through-hole to with screw hole threaded connection, make the fixed screw fix the upper surface at the support girder steel to unsmooth type building carrier plate, and utilize the nut to fix the fixed screw, thereby reach the effect that unsmooth type building carrier plate can be firmly stable.
Description
Technical Field
The utility model relates to a construction technical field specifically is a supporting arrangement during building carrier plate is striden.
Background
The press-formed steel sheets for supporting the concrete of the floor are called profiled steel sheets, also called floor decks and steel decks.
The floor steel bearing plate is commonly used in steel structure floor construction, the requirement of rapid construction of a main steel structure is met, a firm operation platform can be provided in a short time, profiled steel plates can be laid on a plurality of floors, the concrete slab is poured in layers in a flowing water construction mode, the floor steel bearing plate is generally laid on a steel beam firstly and then welded on the steel beam through welding nails, a reinforcing mesh is bound, concrete is poured, the multi-story high-rise steel structure building mainly uses the floor method, the floor steel bearing plate is different in plate type and more in variety, the floor steel bearing plate is divided into a closed type, an open type, a dovetail type and the like.
And current building carrier plate adopts the steel sheet processing of buckling to form, including the crest at left side overlap edge, right side overlap edge, bottom strengthening rib and middle part, so make the bearing capacity not strong, not firm enough to influence the stability of whole floor structure.
We therefore provide a floor deck straddle support arrangement.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a supporting arrangement during floor carrier plate is striden to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a building carrier plate supporting device mid-span, includes the support girder steel, the upper surface of supporting the girder steel sets up threaded hole, the upper surface of supporting the girder steel is provided with the support and erects the muscle, the horizontal muscle of side fixedly connected with support of muscle is erected to the support, the last fixed surface of supporting the girder steel is connected with unsmooth type building carrier plate, the side fixedly connected with lower chord reinforcing bar of unsmooth type building carrier plate, the upper surface of unsmooth type building carrier plate is provided with the upper chord reinforcing bar, the through-hole has been seted up to the low groove department of unsmooth type building carrier plate, the inner wall of through-hole is provided with the fixed screw.
Preferably, the quantity of supporting the girder steel is two, two support the girder steel respectively fixed connection at the lower surface at the positive back of unsmooth type building carrier plate, and support the girder steel for the I-shaped.
Preferably, the number of the threaded holes is three, and the three threaded holes are respectively arranged on the upper surface of the supporting steel beam.
Preferably, the quantity that the muscle was erected to the support is four, and per two supports erect the muscle and be a set of, every group the support erects the muscle and all sets up the upper surface at the support girder steel, the quantity of support horizontal muscle is two, two support horizontal muscle is fixed connection respectively in the side that the muscle was erected to every group support.
Preferably, the number of the lower chord steel bars and the number of the upper chord steel bars are two, and two ends of each of the lower chord steel bars and the two ends of each of the upper chord steel bars are fixedly connected with the concave-convex floor bearing plate respectively.
Preferably, the quantity of through-hole is three, three the through-hole all sets up the groove at concave-convex type building carrier plate, and through-hole and screw hole looks adaptation, the quantity of fixed screw is three, three the fixed screw passes through three through-hole and extends to support girder steel upper surface and three screw hole threaded connection.
Advantageous effects
The utility model provides a supporting arrangement during building carrier plate is striden possesses following beneficial effect:
1. this supporting device during building carrier plate is striden, support the girder steel through setting up, can carry out the construction of building carrier plate at the upper surface that supports the girder steel, play the effect of bearing, through setting up through-hole and screw hole, the fixed screw of being convenient for extends to the upper surface that supports the girder steel through the through-hole, and with screw hole threaded connection, through setting up unsmooth type building carrier plate, the fixed screw of being convenient for fixes unsmooth type building carrier plate at the upper surface that supports the girder steel, and utilize the nut to fix the fixed screw, thereby reach the effect that unsmooth type building carrier plate can be firmly stable.
2. This supporting device during building carrier plate is striden, erects the muscle through setting up the support, can make unsmooth type building carrier plate firm when placing, through setting up the horizontal muscle of support, be convenient for erect the firm unsmooth type building carrier plate of muscle at the support when, play the vertical muscle effect of fixing support, through setting up last chord reinforcing bar and last chord reinforcing bar, when can casting the concrete on unsmooth type building carrier plate, the overall structure of being convenient for is stable.
Drawings
FIG. 1 is a schematic view of a front cross-sectional structure of the present invention;
FIG. 2 is an enlarged schematic view of the structure at A in FIG. 1;
fig. 3 is a schematic side view of the present invention.
In the figure: 1 support girder steel, 2 screw holes, 3 support vertical bars, 4 support horizontal bars, 5 unsmooth type building carrier plates, 6 lower chord reinforcing bars, 7 upper chord reinforcing bars, 8 through holes, 9 set screws, 10 nuts.
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. 1-3, the present invention provides a technical solution: the utility model provides a building carrier plate is supporting device in striding, is two including supporting girder steel 1, and the quantity that supports girder steel 1 is two, and two support girder steel 1 respectively fixed connection be at the lower surface at concave-convex type building carrier plate 5 positive back, and support girder steel 1 and support the girder steel for the I-shaped, support the upper surface of girder steel 1 and offered threaded hole 2, and the quantity of threaded hole 2 is three, and three threaded hole 2 sets up respectively at the upper surface that supports girder steel 1.
The upper surface that supports girder steel 1 is provided with support and erects muscle 3, the quantity that the muscle 3 was erected to the support is four, per two supports erect muscle 3 and be a set of, every group support erects muscle 3 and all sets up the upper surface at supporting girder steel 1, the support erects the side fixedly connected with support horizontal muscle 4 of muscle 3, the quantity of support horizontal muscle 4 is two, two support horizontal muscle 4 respectively fixed connection are in the side that every group support erects muscle 3, the last fixed surface of supporting girder steel 1 is connected with unsmooth type building carrier plate 5, the side fixedly connected with lower chord steel bar 6 of unsmooth type building carrier plate 5.
The upper surface of the concave-convex type floor bearing plate 5 is provided with upper chord steel bars 7, the number of the lower chord steel bars 6 and the upper chord steel bars 7 is two, two ends of each of the lower chord steel bars 6 and the upper chord steel bars 7 are fixedly connected with the concave-convex type floor bearing plate 5 respectively, through holes 8 are formed in the lower groove of the concave-convex type floor bearing plate 5, the number of the through holes 8 is three, the three through holes 8 are formed in the groove of the concave-convex type floor bearing plate 5, the through holes 8 are matched with the threaded holes 2, the number of the fixing screws 9 is three, the three fixing screws 9 extend to the upper surface of the supporting steel beam 1 through the three through holes 8 and are in threaded connection with the three threaded holes 2, the inner walls of the through holes 8 are provided with the fixing.
The working principle is as follows: when this building carrier plate is striden when strutting arrangement uses, at first fix supporting girder steel 1, put concave-convex type building carrier plate 5 at the upper surface that supports girder steel 1, through the through-hole 8 department of fixed screw 9 follow concave-convex type building carrier plate 5 extends to supporting girder steel 1 upper surface, utilize fixed screw 9 to aim at 2 screws of screw hole and extend to supporting girder steel 1 lower surface, fix fixed screw 9 through nut 10, then at supporting girder steel 1 upper surface and concave-convex type building carrier plate 5 both sides face welding support vertical bar 3, utilize support horizontal bar 4 firm support vertical bar 3, last at concave groove inner wall and the protruding surface welding lower chord steel bar 6 and the last chord steel bar 7 of concave-convex type building carrier plate 5, alright cast the concrete on concave-convex type building carrier plate 5, thereby it can be firm on supporting girder steel 1 to reach concave-convex type building carrier plate 5, make overall structure stable effect.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a building carrier plate is supporting device mid-span, includes support girder steel (1), its characterized in that: the support steel beam comprises a support steel beam (1) and is characterized in that a threaded hole (2) is formed in the upper surface of the support steel beam (1), a support vertical rib (3) is arranged on the upper surface of the support steel beam (1), a support horizontal rib (4) is fixedly connected to the side surface of the support vertical rib (3), a concave-convex type floor bearing plate (5) is fixedly connected to the upper surface of the support steel beam (1), a lower chord steel bar (6) is fixedly connected to the side surface of the concave-convex type floor bearing plate (5), an upper chord steel bar (7) is arranged on the upper surface of the concave-convex type floor bearing plate (5), a through hole (8) is formed in the lower groove of the concave-convex type floor bearing plate (5), a fixing screw (9) is arranged on the inner wall.
2. A deck spanning support apparatus as claimed in claim 1, wherein: the quantity of supporting girder steel (1) is two, two support girder steel (1) fixed connection respectively on the lower surface at the positive back of unsmooth type building carrier plate (5), and support girder steel (1) and support the girder steel for the I-shaped.
3. A deck spanning support apparatus as claimed in claim 1, wherein: the number of the threaded holes (2) is three, and the threaded holes (2) are respectively arranged on the upper surface of the support steel beam (1).
4. A deck spanning support apparatus as claimed in claim 1, wherein: the quantity that muscle (3) were erected to the support is four, and per two supports erect muscle (3) and be a set of, every group the support erects muscle (3) and all sets up the upper surface at support girder steel (1), the quantity of support horizontal muscle (4) is two, two support horizontal muscle (4) are fixed connection respectively and erect the side of muscle (3) at every group support.
5. A deck spanning support apparatus as claimed in claim 1, wherein: the number of the lower chord steel bars (6) and the number of the upper chord steel bars (7) are two, and the two ends of each lower chord steel bar (6) and each upper chord steel bar (7) are respectively fixedly connected with the concave-convex floor bearing plate (5).
6. A deck spanning support apparatus as claimed in claim 1, wherein: the quantity of through-hole (8) is three, and is three through-hole (8) all set up the groove at concave-convex type building carrier plate (5), and through-hole (8) and screw hole (2) looks adaptation, the quantity of fixed screw (9) is three, and is three fixed screw (9) are through three through-hole (8) and extend to support girder steel (1) upper surface and three screw hole (2) threaded connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020093028.5U CN211572183U (en) | 2020-01-16 | 2020-01-16 | Mid-span supporting device for floor support plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020093028.5U CN211572183U (en) | 2020-01-16 | 2020-01-16 | Mid-span supporting device for floor support plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211572183U true CN211572183U (en) | 2020-09-25 |
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ID=72555109
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020093028.5U Active CN211572183U (en) | 2020-01-16 | 2020-01-16 | Mid-span supporting device for floor support plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211572183U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112302230A (en) * | 2020-10-23 | 2021-02-02 | 中国石油工程建设有限公司青海分公司 | Floor plate structure of steel structure house |
-
2020
- 2020-01-16 CN CN202020093028.5U patent/CN211572183U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112302230A (en) * | 2020-10-23 | 2021-02-02 | 中国石油工程建设有限公司青海分公司 | Floor plate structure of steel structure house |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A mid span support device for building support plates Effective date of registration: 20231023 Granted publication date: 20200925 Pledgee: Postal Savings Bank of China Limited Shanxian sub branch Pledgor: Shandong Shengtian Steel Structure Co.,Ltd. Registration number: Y2023980062194 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right |