CN204311743U - Mark time tooth raft formula from fissure of displacement internal corner formwork - Google Patents
Mark time tooth raft formula from fissure of displacement internal corner formwork Download PDFInfo
- Publication number
- CN204311743U CN204311743U CN201420811342.7U CN201420811342U CN204311743U CN 204311743 U CN204311743 U CN 204311743U CN 201420811342 U CN201420811342 U CN 201420811342U CN 204311743 U CN204311743 U CN 204311743U
- Authority
- CN
- China
- Prior art keywords
- fissure
- displacement
- bridge
- scrap
- angle
- 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.)
- Expired - Fee Related
Links
Landscapes
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The utility model discloses one and mark time tooth raft formula from fissure of displacement internal corner formwork, belong to construction formwork, current mechanism plate is at the easy spillage of seam crossing, cause slag inclusion, the defect of necking down, the utility model is made into integration the whole plate in the right angle comprising two right-angle sides by plastics, the inner side of two right-angle sides arranges a tooth raft of marking time respectively, tooth raft of marking time refers to the step form arranging a fissure of displacement scrap (bridge) and formed higher than a fissure of displacement step of fissure of displacement scrap (bridge) in the thickness range of right-angle side, fissure of displacement step on two right-angle sides is connected to rectangular-shaped and inside the angle being positioned at the whole plate in right angle, the thickness of fissure of displacement scrap (bridge), the riser height of fissure of displacement step is respectively 1/2 thickness of slab of right-angle side, the thickness of right-angle side equals the thickness of slab of template.During formwork, this internal corner formwork is placed in the inner corner trim place for building concrete, by tooth raft structure with overlap coupling for the template of building the plane of concrete, formwork efficiency is high, water the corner of smashing concrete can not spillage, stop slag inclusion, necking down defect.
Description
Technical field
The utility model belongs to construction formwork, and specifically one marks time tooth raft formula from fissure of displacement internal corner formwork.
Background technology
The existing template be widely used in construction work formwork system, mostly be " mechanism plate " (general designation of machine-processed wooden splint and bamboo slab rubber), not recoverable after damage, waste of material is serious, formwork efficiency is low, at form joint place (especially watering the corner of smashing concrete) easily spillage, cause slag inclusion, necking down defect.
Utility model content
The technical assignment of the technical problems to be solved in the utility model and proposition overcomes current mechanism plate at the easy spillage of seam crossing, cause the defect of slag inclusion, necking down, there is provided one to mark time tooth raft formula from fissure of displacement internal corner formwork, smash the easy spillage of concrete internal corner part and the problem that causes slag inclusion, necking down in order to solve to water.
For achieving the above object, tooth raft formula of marking time of the present utility model is from fissure of displacement internal corner formwork, it is characterized in that: it is made into integration the whole plate in the right angle comprising two right-angle sides by plastics, the inner side of described two right-angle sides arranges a tooth raft of marking time respectively, a described tooth raft of marking time refers to the step form arranging a fissure of displacement scrap (bridge) and formed higher than a fissure of displacement step of described fissure of displacement scrap (bridge) in the thickness range of described right-angle side, fissure of displacement step on described two right-angle sides is connected to rectangular-shaped and inside the angle being positioned at the whole plate in described right angle, the thickness of described fissure of displacement scrap (bridge), the riser height of fissure of displacement step is respectively 1/2 thickness of slab of described right-angle side, the thickness of described right-angle side equals the thickness of slab of template.
As optimization technique means: the width of the fissure of displacement scrap (bridge) of described two right-angle sides is equal.
As optimization technique means: the width of the fissure of displacement scrap (bridge) of described two right-angle sides is 25mm.
As optimization technique means: the thickness of slab of described two right-angle sides is 2cm.
As optimization technique means: the distance of the fissure of displacement scrap (bridge) width in edge of described this end of fissure of displacement scrap (bridge) is extended in one end of described fissure of displacement step, the distance of the fissure of displacement scrap (bridge) width in edge of this end of fissure of displacement scrap (bridge) described in the other end indentation of described fissure of displacement step.
As optimization technique means: the width center line of described fissure of displacement scrap (bridge) establishes fastening screw, and be described fastening screw configuration bolt, described bolt comprises thread segment, the undergauge section in stage casing, the turret head of afterbody for coordinating with described fastening screw of leading portion, the length of described thread segment is suitable with the thickness of described fissure of displacement scrap (bridge), the diameter of described undergauge section is not more than the diameter of described fastening screw, and the length of described undergauge section is not less than the thickness of described fissure of displacement scrap (bridge).
As optimization technique means: with pad on the turret head of described bolt.
As optimization technique means: described fastening screw is bury nut underground to be formed in described fissure of displacement scrap (bridge).
As optimization technique means: the periphery lining of described nut strengthens steel disc.
As optimization technique means: the distance on each described fissure of displacement scrap (bridge) between the fastening screw of two-end part and the edge of the whole plate in right angle of this corresponding one end of fissure of displacement scrap (bridge) is the width of 2 times of fissure of displacement scrap (bridge)s.
As optimization technique means: the whole plate in described right angle comprises the metallic framework being covered by inside.
The beneficial effects of the utility model are: be placed in the inner corner trim place for building concrete during use, by tooth raft structure with overlap coupling for the template of building the plane of concrete, formwork efficiency is high, water the corner of smashing concrete can not spillage, stop slag inclusion, necking down defect; It is made by plastics, can recycle after damage, reduces waste of material.
Accompanying drawing explanation
Fig. 1 is that the utility model is marked time the orthographic projection view of tooth raft formula from fissure of displacement internal corner formwork;
Fig. 2 is the left view of Fig. 1;
Fig. 3 is the top view of Fig. 1;
Fig. 4 is that the A-A of Fig. 1 is to sectional view;
Fig. 5 is the schematic diagram of the bolt that the utility model coordinates with fastening screw;
Fig. 6 is internal corner formwork of the present utility model and flat formwork to for building the schematic diagram that concrete internal corner part is laid;
Fig. 7 is the schematic diagram that internal corner formwork of the present utility model and flat formwork are laid in for building concrete internal corner part;
Number in the figure illustrates:
01-right-angle side;
02-tooth raft, 21-fissure of displacement scrap (bridge), 22-fissure of displacement step, the fastening screw of 23-;
03-bolt, 31-thread segment, 32-undergauge section, 33-turret head;
04-flat formwork,
05-concrete;
The thickness of T-fissure of displacement scrap (bridge);
The riser height of H-fissure of displacement step;
The width of W-fissure of displacement scrap (bridge).
Detailed description of the invention
Below in conjunction with Figure of description, the utility model is described further.
As Figure 1-4, tooth raft formula of marking time of the present utility model is from fissure of displacement internal corner formwork, be made into integration by plastics the whole plate in right angle comprising two right-angle sides 01, the inner side of two right-angle sides arranges a tooth raft 02 of marking time respectively, a tooth raft 02 of marking time refers to the step form arranging a fissure of displacement scrap (bridge) 21 and the formation higher than a fissure of displacement step 22 of fissure of displacement scrap (bridge) in the thickness range of right-angle side 01, fissure of displacement step 22 on two right-angle sides 01 is connected to rectangular-shaped and inside the angle being positioned at the whole plate in right angle, the thickness T of fissure of displacement scrap (bridge), the riser height H of fissure of displacement step is respectively 1/2 thickness of slab of right-angle side, the thickness of right-angle side equals the thickness of slab of template.
During formwork, as shown in Figure 6,7, this internal corner formwork can be laid in the inner corner trim place for building concrete 05, coupling is overlapped with the tooth raft of the flat formwork 04 for building concrete 05 by the tooth raft of internal corner formwork, formwork efficiency is high, water the corner of smashing concrete can not spillage, stop slag inclusion, necking down defect; It is made by plastics, can recycle after damage, reduces waste of material.
Described flat formwork 04, that a tooth raft of marking time is set respectively in the edge of plastics plane whole plate, this tooth raft of marking time refers to the step form arranging a fissure of displacement scrap (bridge) and the fissure of displacement step formation higher than fissure of displacement scrap (bridge) in the thickness range of the whole plate of plane, the thickness of fissure of displacement scrap (bridge), the riser height of fissure of displacement step are respectively 1/2 thickness of slab of the whole plate of plane, the edge of the whole plate of plane lays respectively on the limit of a rectangle, and the thickness of the whole plate of plane equals the thickness of slab of template.
In order to increase compatibility, the width W of the fissure of displacement scrap (bridge) of two right-angle sides is equal, and the width of the fissure of displacement scrap (bridge) of two right-angle sides is 25mm, and the thickness of two right-angle sides is 2cm.Therefore, the thickness of fissure of displacement scrap (bridge), the riser height of fissure of displacement step are respectively 1cm.Thus can be compatible with now widely used " mechanism plate "; Make modulo reduction simultaneously.
Also for ease of increase compatibility, this internal corner formwork and flat formwork is made to overlap coupling, the distance of the fissure of displacement scrap (bridge) width in edge of this end of fissure of displacement scrap (bridge) 21 is extended in one end (diagram lower end) of fissure of displacement step 22, the distance of the fissure of displacement scrap (bridge) width in edge of this end of fissure of displacement scrap (bridge) described in the other end (diagram upper end) indentation of described fissure of displacement step.
In order to fastening internal corner formwork and flat formwork, the width center line of the fissure of displacement scrap (bridge) of the two establishes fastening screw 23, and be fastening screw configuration bolt 03, bolt 03 comprises thread segment 31, the undergauge section 32 in stage casing, the turret head 33 of afterbody for coordinating with fastening screw of leading portion, the length of thread segment 31 and the thickness T-phase of fissure of displacement scrap (bridge) are worked as, the diameter of undergauge section 32 is not more than the diameter of fastening screw 23, and the length of undergauge section 32 is not less than the thickness of fissure of displacement scrap (bridge) 21.Further, with pad on the turret head of bolt, fastening screw is in described fissure of displacement scrap (bridge), bury nut underground formed.The periphery lining of nut strengthens steel disc.
Distance on each fissure of displacement scrap (bridge) between the fastening screw of two-end part and the edge of the whole plate in right angle of this corresponding one end of fissure of displacement scrap (bridge) is the width of 2 times of fissure of displacement scrap (bridge)s.
In order to increase intensity, rigidity, the whole plate in right angle comprises the metallic framework being covered by inside.
Claims (11)
1. mark time tooth raft formula from fissure of displacement internal corner formwork, it is characterized in that: it is made into integration the whole plate in right angle comprising two right-angle sides (01) by plastics, the inner side of described two right-angle sides (01) arranges a tooth raft (02) of marking time respectively, a described tooth raft (02) of marking time refers to the step form arranging a fissure of displacement scrap (bridge) (21) and the formation higher than a fissure of displacement step (22) of described fissure of displacement scrap (bridge) in the thickness range of described right-angle side (01), fissure of displacement step (22) on described two right-angle sides (01) is connected to rectangular-shaped and inside the angle being positioned at the whole plate in described right angle, the thickness (T) of described fissure of displacement scrap (bridge), the riser height (H) of fissure of displacement step is respectively 1/2 thickness of slab of described right-angle side, the thickness of described right-angle side equals the thickness of slab of template.
2. tooth raft formula of marking time according to claim 1 is from fissure of displacement internal corner formwork, it is characterized in that: the width (W) of the fissure of displacement scrap (bridge) of described two right-angle sides is equal.
3. tooth raft formula of marking time according to claim 1 is from fissure of displacement internal corner formwork, it is characterized in that: the width (W) of the fissure of displacement scrap (bridge) of described two right-angle sides is 25mm.
4. tooth raft formula of marking time according to claim 1 is from fissure of displacement internal corner formwork, it is characterized in that: the thickness of slab of described two right-angle sides is 2cm.
5. tooth raft formula of marking time according to claim 1 is from fissure of displacement internal corner formwork, it is characterized in that: the distance of the fissure of displacement scrap (bridge) width in edge of described this end of fissure of displacement scrap (bridge) (21) is extended in one end of described fissure of displacement step (22), the distance of the fissure of displacement scrap (bridge) width in edge of fissure of displacement scrap (bridge) (21) this end described in the other end indentation of described fissure of displacement step (22).
6. tooth raft formula of marking time according to claim 1 is from fissure of displacement internal corner formwork, it is characterized in that: the width center line of described fissure of displacement scrap (bridge) (22) establishes fastening screw (23), and be described fastening screw configuration bolt (03), described bolt (03) comprises the thread segment (31) for coordinating with described fastening screw of leading portion, the undergauge section (32) in stage casing, the turret head (33) of afterbody, the length of described thread segment (31) is suitable with the thickness (T) of described fissure of displacement scrap (bridge), the diameter of described undergauge section (32) is not more than the diameter of described fastening screw (23), the length of described undergauge section (32) is not less than the thickness (T) of described fissure of displacement scrap (bridge).
7. tooth raft formula of marking time according to claim 6 is from fissure of displacement internal corner formwork, it is characterized in that: with pad on the turret head of described bolt.
8. tooth raft formula of marking time according to claim 6 is from fissure of displacement internal corner formwork, it is characterized in that: described fastening screw is in described fissure of displacement scrap (bridge), bury nut underground formed.
9. tooth raft formula of marking time according to claim 8 is from fissure of displacement internal corner formwork, it is characterized in that: the periphery lining of described nut strengthens steel disc.
10. tooth raft formula of marking time according to claim 6 is from fissure of displacement internal corner formwork, it is characterized in that: the distance on each described fissure of displacement scrap (bridge) between the fastening screw of two-end part and the edge of the whole plate in right angle of this corresponding one end of fissure of displacement scrap (bridge) is the width of 2 times of fissure of displacement scrap (bridge)s.
11. tooth raft formulas of marking time according to claim 1, from fissure of displacement internal corner formwork, is characterized in that: the whole plate in described right angle comprises the metallic framework being covered by inside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420811342.7U CN204311743U (en) | 2014-12-18 | 2014-12-18 | Mark time tooth raft formula from fissure of displacement internal corner formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420811342.7U CN204311743U (en) | 2014-12-18 | 2014-12-18 | Mark time tooth raft formula from fissure of displacement internal corner formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204311743U true CN204311743U (en) | 2015-05-06 |
Family
ID=53134065
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420811342.7U Expired - Fee Related CN204311743U (en) | 2014-12-18 | 2014-12-18 | Mark time tooth raft formula from fissure of displacement internal corner formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204311743U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104481139A (en) * | 2014-12-18 | 2015-04-01 | 浙江展诚建设集团股份有限公司 | Step joint type self-staggered joint internal corner template |
-
2014
- 2014-12-18 CN CN201420811342.7U patent/CN204311743U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104481139A (en) * | 2014-12-18 | 2015-04-01 | 浙江展诚建设集团股份有限公司 | Step joint type self-staggered joint internal corner template |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205100120U (en) | Bury mounting structure of formula waterstop in box culvert | |
| CN203945479U (en) | A kind of mortar leakage prevention T girder prefabricated pedestal | |
| CN102776826B (en) | A kind of pavement concrete channel-section steel typified form | |
| CN207240471U (en) | A kind of wallboard hanging piece device detachably reused | |
| CN105134256A (en) | Tunnel double-lining plug with automatic periphery attachment function and waterstop clamping function | |
| CN204112860U (en) | Detachable enclosure wall | |
| CN203452378U (en) | Post-cast strip locating structure | |
| CN206189279U (en) | Structure is assembled with bent cap to stand | |
| CN204311743U (en) | Mark time tooth raft formula from fissure of displacement internal corner formwork | |
| CN204311744U (en) | Mark time tooth raft formula from fissure of displacement external angle formwork | |
| CN203403666U (en) | Hollow plastic template | |
| CN203347196U (en) | Auxiliary jig for tile laying | |
| CN104481139B (en) | Mark time tooth raft formula from fissure of displacement internal corner formwork | |
| CN206109997U (en) | Two -sided sliding chute device | |
| CN104481138B (en) | Mark time tooth raft formula from fissure of displacement external angle formwork | |
| CN204326519U (en) | Mark time tooth raft formula from fissure of displacement flat formwork | |
| CN206418775U (en) | A kind of arm support and concrete spraying machine | |
| CN204418670U (en) | The sealing concrete pad used in a kind of building operations | |
| CN206279550U (en) | A kind of chamfer tool for being applied to project of transmitting and converting electricity basic stand column | |
| CN206110668U (en) | Clear water concrete outseam strip | |
| CN207700692U (en) | A kind of floor cave entrance reservation structure | |
| CN204626973U (en) | A kind of sealing up screw for building | |
| CN204940055U (en) | A kind of presetting system pervious concrete pavement Expandable strip | |
| CN205839794U (en) | A kind of city integrated piping lane construction mould component truss | |
| CN104533078A (en) | Step combed joint type self-staggered-joint formwork system |
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: 20150506 Termination date: 20191218 |