CN205134941U - Stereotype and hang mould in cast -in -place area of superimposed sheet - Google Patents
Stereotype and hang mould in cast -in -place area of superimposed sheet Download PDFInfo
- Publication number
- CN205134941U CN205134941U CN201520535708.7U CN201520535708U CN205134941U CN 205134941 U CN205134941 U CN 205134941U CN 201520535708 U CN201520535708 U CN 201520535708U CN 205134941 U CN205134941 U CN 205134941U
- Authority
- CN
- China
- Prior art keywords
- cast
- place
- cone
- bolt
- taking
- 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
Abstract
The utility model discloses an overcome not enough that prior art exists, provide a simple structure novelty, with low costs, safe and reliable, the dismouting is convenient, construction management is convenient design specialty template, reduced the cost, be favorable to on -the -spot civilization construction. The utility model provides a: a stereotype and hang mould in cast -in -place area of superimposed sheet which organizational structure taking it by and large by the T type hang bolt (1) and screw rod (2), cone (3), mountain type nut (4), the cast -in -place typical forms of taking (5) and mountain type backing plate (6) are constituteed. Concrete form is: the T type hangs bolt (1) to be connected with cone (3), and screw rod (2) are connected with cone (3), and the horizontal screw length of " one " word was greater than cast -in -place bandwidth during the T type hung bolt (1), and the cast -in -place typical forms of taking (5) are loaded onto to fixed cast -in -place height degree, and lock with mountain type nut (4) and mountain type backing plate (6) at cast -in -place typical forms (5) the rear of taking.
Description
Technical field the utility model relates to the technical field of the cast-in-place band template construction of Prefabricated stacking floor in assembled-type house engineering, and mould is hung in a kind of cast-in-place band sizing of superimposed sheet being applied to cast-in-place region between Prefabricated stacking floor specifically.
The progressively popularization that background technology is constructed along with assembled-type house system and safe design demand improve constantly, the energy-conserving and environment-protective of building green construction also more and more come into one's own, so also more and more higher for the requirement of mould plate technique, particularly develop typified form rapidly these years, it becomes accelerating construction progress, ensure one of construction quality and reaction construction civilization degree mark, traditional laminated floor slab cast-in-place band template handwork amount is large, complex procedures, long construction period, normalizing operation cannot be realized, workmanship is difficult to obtain Reliable guarantee, cost is difficult to control, be unfavorable for on-the-spot construction civilization, the hazards existed when dismantling are larger, along with the continuous progress of Building technology, pursuing a kind of template safe and efficient more economically will be the inevitable choice of building unit.
Summary of the invention the purpose of this utility model is the deficiency overcoming prior art existence, the simple novelty of a kind of structure is provided, cost is low, safe and reliable, dismounting is convenient, professional template is shaped in execution control easily, reduce cost, be conducive to on-the-spot civilized construction.
The technical solution of the utility model is: mould is hung in the cast-in-place band sizing of a kind of prefabricated superimposed sheet, and taking it by and large its organizational styucture hangs bolt and screw rod, cone, mountain type nut, cast-in-place band typified form and mountain type backing plate form by T-shaped.Concrete form is: the T-shaped bolt that hangs is connected with cone, screw rod is connected with cone, T-shapedly hangs the horizontal spiro rod length of " one " word in bolt and is greater than cast-in-place bandwidth, and fixing cast-in-place band highly, load onto cast-in-place band sizing boatswain chair, mountain, mould rear type nut and the locking of mountain type backing plate are hung in cast-in-place band sizing.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation;
T-shapedly hang bolt 1, adopt Φ 12 coarse groove screw rod to make; Screw rod 2, adopts Φ 12 coarse groove screw rod to make; Cone 3, adopts taper two-way coarse-pitch thread cone nut; Mountain type nut 4; Cast-in-place band typified form 5; Mountain type backing plate 6; Form board frame 1-1,2mm steel plate; Template cross rib 1-2, diameter of phi 48, wall thickness 2mm round steel pipe; The thick clear water panel of form surfacing 1-3,15mm;
Fig. 2 is that the utility model structure is hung mould and fixed detail treatment figure;
Detailed description of the invention Figure of description is the preferred embodiment that the utility model is implemented, and below in conjunction with accompanying drawing, the utility model is described.As shown in the figure, the cast-in-place band of superimposed sheet hangs the building form of mould: the T-shaped bolt 1 that hangs is connected with cone 3, screw rod 2 is connected with cone 3, T-shapedly hang the horizontal spiro rod length of " one " word in bolt 1 and be greater than cast-in-place bandwidth, fixing cast-in-place band height, load onto cast-in-place band typified form 5, mountain, cast-in-place band typified form 5 rear type nut 4 and mountain type backing plate 6 are locked.
When form removable, only mountain type nut 4 need be backed out, unload type backing plate 6, then remove cast-in-place band typified form 5, back-outed by screw rod 2 below cone 3, then cone 3 back-outed with spanner, cone 3 is formed hole and does benefit slurry leveling by the later stage.
Claims (1)
1. mould is hung in the cast-in-place band sizing of superimposed sheet, bolt (1) and screw rod (2) is hung by T-shaped, cone (3), mountain type nut (4), cast-in-place band typified form (5) and mountain type backing plate (6) composition, it is characterized in that: the T-shaped bolt (1) that hangs is connected with cone (3), screw rod (2) is connected with cone (3), T-shapedly hang the horizontal spiro rod length of " one " word in bolt (1) and be greater than cast-in-place bandwidth, fixing cast-in-place band height, load onto cast-in-place band typified form (5), cast-in-place band typified form (5) mountain, rear type nut (4) and mountain type backing plate (6) locking.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520535708.7U CN205134941U (en) | 2015-07-23 | 2015-07-23 | Stereotype and hang mould in cast -in -place area of superimposed sheet |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520535708.7U CN205134941U (en) | 2015-07-23 | 2015-07-23 | Stereotype and hang mould in cast -in -place area of superimposed sheet |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205134941U true CN205134941U (en) | 2016-04-06 |
Family
ID=55620748
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520535708.7U Active CN205134941U (en) | 2015-07-23 | 2015-07-23 | Stereotype and hang mould in cast -in -place area of superimposed sheet |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205134941U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107687219A (en) * | 2017-07-24 | 2018-02-13 | 北京城建十建设工程有限公司 | For the preparation method of the connection component and superimposed sheet that make superimposed sheet |
-
2015
- 2015-07-23 CN CN201520535708.7U patent/CN205134941U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107687219A (en) * | 2017-07-24 | 2018-02-13 | 北京城建十建设工程有限公司 | For the preparation method of the connection component and superimposed sheet that make superimposed sheet |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202577934U (en) | Screw thread wall-connection member of scaffold and building | |
| CN206942035U (en) | A kind of metope integration installation structure | |
| CN204899220U (en) | Shear force wall outer wall meet a batch connection structure | |
| CN102031866A (en) | Removal-free thermal insulation decorative template and mounting method thereof | |
| CN202787668U (en) | Rear bolt anchoring system for cantilever steel I-beam | |
| CN204343650U (en) | Regularization outrigger wall-connecting piece through walls | |
| CN204081445U (en) | To encorbelment i iron anchor device | |
| CN205134941U (en) | Stereotype and hang mould in cast -in -place area of superimposed sheet | |
| CN204663008U (en) | A kind of building operations brace type discharging platform | |
| CN204590589U (en) | Precast facade level connection joint ater-casting steel template | |
| CN204212447U (en) | Door and window concrete arch lintel strengthening construction device | |
| CN203808501U (en) | Early-removing jacking support based on existing fastener-type scaffold | |
| CN204252535U (en) | A kind of standing screw T-type plank sleeve built-in fitting | |
| CN204001702U (en) | A kind of J-shaped wall plastic formwork | |
| CN203626252U (en) | Diagonal bracing reinforcing device applied to formwork system | |
| CN203514521U (en) | Wall crown tie | |
| CN202969897U (en) | Ringlock type scaffold joist system | |
| CN201865221U (en) | Dismantling-free insulating and decorating die plate | |
| CN205908013U (en) | Quick ann of shear force wall construction tears typical forms open | |
| CN202284329U (en) | Concrete embedded part | |
| CN204386140U (en) | A kind of recoverable suspension scaffold shaped steel anchor device | |
| CN107313597A (en) | Modularization ready-package discharging platform for assembled architecture | |
| CN102352607A (en) | Full water stopping side wall template system | |
| CN207633765U (en) | A kind of quickly fragmentary concrete placings tool | |
| CN204112542U (en) | I.S.S back of the body bolt |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |