CN205591427U - Construction girder construction - Google Patents
Construction girder construction Download PDFInfo
- Publication number
- CN205591427U CN205591427U CN201620310562.0U CN201620310562U CN205591427U CN 205591427 U CN205591427 U CN 205591427U CN 201620310562 U CN201620310562 U CN 201620310562U CN 205591427 U CN205591427 U CN 205591427U
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- China
- Prior art keywords
- construction
- support post
- beam slab
- type groove
- fagging
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Abstract
The utility model discloses a construction girder construction, including the beam slab, be equipped with the strengthening rib in the beam slab, the strengthening rib both ends are all fixed on the beam slab, and the beam slab is located to open near the lower surface has U type groove, and U type groove notch is downward, the vertical support post that is equipped with of U type inslot, the reinforcing plate is all installed to the support post both sides, and the reinforcing plate is fixed respectively on support post and U type inslot side, and the support post bottom is located a fagging, and it passes through the fastener is connected with the fagging, the utility model discloses a construction girder construction part is rationally distributed, and bearing capacity is strong, is difficult for producing the condition such as deformation because of external force, conveniently assembles, and the steadiness can be better, can effectively avoid the inhomogeneous problem of roof beam body atress, and the waste that can also save raw and other materials to a certain extent.
Description
Technical field
This utility model relates to a kind of girder construction, particularly to a kind of construction girder construction.
Background technology
The floor of modern house construction site, mostly uses the beam slab of cast-in-site, and cast-in-site beam slab is when making, then need to use the most identical many vertical support, then lays flat board and pours into a mould.The use of the most substantial amounts of support bar causes needing to select smooth ground, additionally cause unserviceable waste to job site, and current scaffold is in use, place built on the sand, easily rock when being collided, workmen being stood in during construction on rectangular flat dangerous, once scaffold produces and rocks, and workmen easily falls from scaffold.
Summary of the invention
The technical problems to be solved in the utility model is: overcome the problems referred to above, it is provided that a kind of component layouts is reasonable, the construction girder construction that bearing capacity is strong.
To achieve these goals, the technical solution adopted in the utility model is such that construction girder construction of the present utility model, including beam slab, reinforcement it is provided with in beam slab, reinforcement two ends are each attached on beam slab, beam slab has U-type groove at lower surface, U-type groove notch is downward, support post vertically it is provided with in U-type groove, support post both sides are mounted on reinforcing plate, reinforcing plate is separately fixed on support post and U-type groove medial surface, is positioned on a fagging bottom support post, and it is connected with fagging by securing member.
Further, as a kind of concrete version, beam panel surface described in the utility model is coated with corrosion-resistant material structure sheaf.
Further, as a kind of concrete version, reinforcement more than one described in the utility model.
Further, as a kind of concrete version, reinforcement described in the utility model is uniformly arranged on beam slab.
Further, as a kind of concrete version, U-type groove more than one described in the utility model.
Further, as a kind of concrete version, support post described in the utility model and fagging junction are provided with cushion pad.
Compared with prior art, the utility model has the advantage of: construction girder construction component layouts of the present utility model is reasonable, bearing capacity is strong, it is difficult to situations such as being deformed because of external force, conveniently assemble, firm performance is more preferable, the problem that can be prevented effectively from beam body discontinuity, and can also save raw-material waste to a certain extent.
Accompanying drawing explanation
With embodiment, this utility model is further illustrated below in conjunction with the accompanying drawings.
Fig. 1 is structural representation of the present utility model；In figure: 1. beam slab；2. reinforcement；3.U type groove；4. support post；5. reinforcing plate；6. securing member；7. fagging.
Detailed description of the invention
Presently in connection with accompanying drawing, this utility model is described in further detail.These accompanying drawings are the schematic diagram of simplification, and basic structure of the present utility model is described the most in a schematic way, and therefore it only shows the composition relevant with this utility model.
The preferred embodiment of this utility model construction girder construction as shown in Figure 1, including beam slab 1, being provided with reinforcement 2 in beam slab 1, reinforcement 2 two ends are each attached on beam slab 1, and beam slab 1 has U-type groove 3 at lower surface, U-type groove 3 notch is downward, vertically being provided with support post 4 in U-type groove 3, support post 4 both sides are mounted on reinforcing plate 5, and reinforcing plate 5 is separately fixed on support post 4 and U-type groove 3 medial surface, being positioned at bottom support post 4 on a fagging 7, it is connected with fagging 7 by securing member 6.
Described beam slab 1 Surface coating has corrosion-resistant material structure sheaf.There is erosion-resisting effect, durable in use.
Described reinforcement 2 more than one.Increase the lateral stressed of beam slab 1.
Described reinforcement 2 is uniformly arranged on beam slab 1.Meet design concept, be more uniformly stressed.
Described U-type groove 3 more than one.The connection being easy between component.
Described support post 4 is provided with cushion pad with fagging 7 junction.Certain buffering interconnection function can be played.
Construction girder construction component layouts of the present utility model is reasonable, and bearing capacity is strong, is difficult to situations such as being deformed because of external force, conveniently assemble, firm performance is more preferable, the problem that can be prevented effectively from beam body discontinuity, and can also save raw-material waste to a certain extent.It is provided with reinforcement 2 in beam slab 1, improves the stress of beam slab 1；Beam slab 1 has U-type groove 3 at lower surface, and U-type groove 3 notch is downward, is vertically provided with support post 4 in U-type groove 3, it is simple to column can stronger be connected with beam slab 1；Support post 4 both sides are mounted on reinforcing plate 5, reinforcing plate 5 is separately fixed on support post 4 and U-type groove 3 medial surface, is positioned on a fagging 7 bottom support post 4, and it is connected with fagging 7 by securing member 6, by dual support effect so that it is total is more firm.
With above-mentioned according to desirable embodiment of the present utility model for enlightenment, by above-mentioned description, relevant staff can carry out various change and amendment completely in the range of without departing from this invention technological thought.The content that the technical scope of this invention is not limited in description, it is necessary to determine its technical scope according to right.
Claims (6)
1. a construction girder construction, including beam slab, it is characterized in that: be provided with reinforcement in beam slab, reinforcement two ends are each attached on beam slab, and beam slab has U-type groove at lower surface, U-type groove notch is downward, vertically being provided with support post in U-type groove, support post both sides are mounted on reinforcing plate, and reinforcing plate is separately fixed on support post and U-type groove medial surface, being positioned at bottom support post on a fagging, it is connected with fagging by securing member.
Construction girder construction the most according to claim 1, it is characterised in that: described beam panel surface is coated with corrosion-resistant material structure sheaf.
Construction girder construction the most according to claim 1, it is characterised in that: described reinforcement more than one.
Construction girder construction the most according to claim 1, it is characterised in that: described reinforcement is uniformly arranged on beam slab.
Construction girder construction the most according to claim 1, it is characterised in that: described U-type groove more than one.
Construction girder construction the most according to claim 1, it is characterised in that: described support post and fagging junction are provided with cushion pad.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620310562.0U CN205591427U (en) | 2016-04-14 | 2016-04-14 | Construction girder construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620310562.0U CN205591427U (en) | 2016-04-14 | 2016-04-14 | Construction girder construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205591427U true CN205591427U (en) | 2016-09-21 |
Family
ID=56922642
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620310562.0U Expired - Fee Related CN205591427U (en) | 2016-04-14 | 2016-04-14 | Construction girder construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205591427U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804317A (en) * | 2016-04-14 | 2016-07-27 | 成都佳美嘉科技有限公司 | Construction beam structure |
-
2016
- 2016-04-14 CN CN201620310562.0U patent/CN205591427U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804317A (en) * | 2016-04-14 | 2016-07-27 | 成都佳美嘉科技有限公司 | Construction beam structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160921 Termination date: 20210414 |