CN202073311U - Finishing steel large moulding board - Google Patents
Finishing steel large moulding board Download PDFInfo
- Publication number
- CN202073311U CN202073311U CN2011201187498U CN201120118749U CN202073311U CN 202073311 U CN202073311 U CN 202073311U CN 2011201187498 U CN2011201187498 U CN 2011201187498U CN 201120118749 U CN201120118749 U CN 201120118749U CN 202073311 U CN202073311 U CN 202073311U
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- Prior art keywords
- steel
- facing
- outseam
- lattice
- face joint
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- Expired - Fee Related
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Abstract
The utility model discloses a finishing steel large moulding board, including a steel panel and dividing face joint steel bars arranged on the steel panel; the dividing face joint steel bars are welded with a perforating plug of the steel panel; the dividing face joint steel bars include middle dividing face joint steel bars arranged in the middle of the steel panel and lateral dividing face joint steel bars arranged on a lateral face of the steel panel; 50% of the lateral dividing face joint steel bars on an inner side is welded on the steel panel and another 50% is suspended. By using the utility model, a moulding board leakage is prevented when two pieces of finishing steel large moulding boards are jointed by means of a convex-and-concave raft assembled juncture with the dividing face joint steel bar as a convex raft and an adjacent plan-end moulding board as a concave raft.
Description
Technical field
The utility model relates in the building construction process template of using when metope constructed, particularly a kind of facing steel large form that forms clear water finished concrete lattice outseam that is applicable to.
Background technology
Clear-water concrete (As-cast Finish Concrete/BareConcrete) claim ornamental concrete again; Because of having decorative effect, it gains the name.It belongs to one-time cast-forming; do not do any outer decoration; directly adopt the natural surface effect of cast-in-situ concrete as facing; therefore be different from ordinary concrete; surfacing is smooth, color and luster is even, corner angle are clearly demarcated, no clashing and breaking and pollution; just be coated with one deck or two-layer transparent protective agent, seem very natural on the surface, serious.
Because the clear-water concrete once-cast is finished, the characteristic that can not change, door and window hole that links to each other with body of wall and various member, embedded part accurately design and location in advance is with civil engineering pre-buried laying simultaneously.Because notch is reserved in the installation that does not have exterior wall bed course and floated coat, constructor to be necessary for members such as door and window, and on the clear water body of wall if the rainwater pipe is installed, ventilation openings etc. expose node also must design handing-over with outseam etc.
Template that dry concrete construction is used requires very strict, need design customizedly according to building, and template used majority is disposable, and cost is higher, and the requirement of significant points such as corner, beam and column joint is higher; Template must have enough rigidity, does not allow a point deformation under the concrete lateral pressure effect, with the physical dimension that guarantees works evenly, the unanimity of section, prevent that slurry runs off; Material to template also has very high requirement, and it is smooth bright and clean that want on the surface, intensity height, corrosion-resistant, and have certain water imbibition; To the seam of template and the bolt of fixed form etc., then require seam tight, add weather strip and prevent to run slurry; The pull bar of fixed form also needs with band metal cap or plastics button, so that convenient during form removal, reduces breakage to concrete surface or the like.
Though the facing steel large form that uses has many advantages in work progress at present, when forming clear water finished concrete lattice outseam for needs, present facing steel large form will have pulp-water and flow out, and influence the quality of clear water finished concrete.
The utility model content
Goal of the invention of the present utility model is that design is applicable to the facing steel large form that forms clear water finished concrete lattice outseam.
The technical scheme that the utility model adopts in order to realize its technical purpose is: a kind of facing steel large form, comprise steel facing and the lattice outseam steel bar that is arranged on the described steel facing, described lattice outseam steel bar is fixedlyed connected with described steel facing perforation plug, comprise the side lattice outseam steel bar that is arranged on the middle middle lattice outseam steel bar of described steel facing and is arranged on described steel facing side, the part of lattice outseam steel bar inboard, described side is connected on the described steel facing, and part in addition is unsettled.
Further, in above-mentioned a kind of facing steel large form: 50% of lattice outseam steel bar inboard, described side is connected on the described steel facing, in addition 50% unsettled
Further, in above-mentioned a kind of facing steel large form, between described lattice outseam steel bar and steel facing, seal with the epoxy resin filleting.
Use facing steel large form of the present utility model in use, when two facing steel large form splicings, because the assembly unit seam of facing steel large form can utilize lattice outseam steel bar as Yang Cha, the flat mouth template formation negative and positive raft assembly unit seam with the next-door neighbour prevents the template spillage.
Below in conjunction with specific embodiment and accompanying drawing the utility model is carried out comparatively detailed explanation.
Description of drawings
Fig. 1 is the utility model embodiment 1 schematic diagram.
Fig. 2 is the utility model embodiment 1 user mode figure.
Among the figure: 1, steel facing, 2, middle lattice outseam steel bar, 3, side lattice outseam steel bar, 4, epoxy resin.
The specific embodiment
The facing steel large form user mode of present embodiment as shown in Figure 2, facing steel large form panel is at the lattice outseam place of corresponding metope, lattice outseam steel bar is set, mills into 60 degree grooves, adopt the welding of perforation plug welding and panel fixing with the two-sided processing of instrument square steel of 10 * 20mm.Simultaneously the sealing of epoxy resin filleting is adopted in the slit of cutting apart between outseam steel bar and panel, and it is exposed eluvium remove totally with sand papering,, guarantee the Forming Quality of outseam to guarantee when the concreting not spillage.The assembly unit seam of facing steel large form utilizes lattice outseam steel bar as Yang Cha, with next-door neighbour's flat mouth template formation negative and positive raft assembly unit seam.The limit rib assembly unit seam of template is 1.5～2mm, clogs sponge strip in construction assembly unit process, prevents the template spillage.Facing steel large form assembly unit seam.
Claims (3)
1. facing steel large form, comprise steel facing and the lattice outseam steel bar that is arranged on the described steel facing, it is characterized in that: described lattice outseam steel bar is fixedlyed connected with described steel facing (1) perforation plug, comprise the side lattice outseam steel bar (3) that is arranged on the middle middle lattice outseam steel bar (2) of described steel facing (1) and is arranged on described steel facing (1) side, the inboard part of described side lattice outseam steel bar (3) is connected on the described steel facing (1), and part in addition is unsettled.
2. a kind of facing steel large form according to claim 1 is characterized in that: what described side lattice outseam steel bar (3) was inboard 50% is connected on the described steel facing (1), in addition 50% unsettled.
3. according to claim 1 or 2 described a kind of facing steel large forms, it is characterized in that: between described lattice outseam steel bar and steel facing (1), seal with epoxy resin (4) filleting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201187498U CN202073311U (en) | 2011-04-21 | 2011-04-21 | Finishing steel large moulding board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201187498U CN202073311U (en) | 2011-04-21 | 2011-04-21 | Finishing steel large moulding board |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202073311U true CN202073311U (en) | 2011-12-14 |
Family
ID=45111417
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201187498U Expired - Fee Related CN202073311U (en) | 2011-04-21 | 2011-04-21 | Finishing steel large moulding board |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202073311U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105370038A (en) * | 2014-08-26 | 2016-03-02 | 天津二十冶建设有限公司 | Jointing method of construction joint of reinforced concrete shear wall body |
-
2011
- 2011-04-21 CN CN2011201187498U patent/CN202073311U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105370038A (en) * | 2014-08-26 | 2016-03-02 | 天津二十冶建设有限公司 | Jointing method of construction joint of reinforced concrete shear wall body |
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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: 20111214 Termination date: 20190421 |