CN203361643U - Removing-free and dabbing-free template provided with preformed holes - Google Patents
Removing-free and dabbing-free template provided with preformed holes Download PDFInfo
- Publication number
- CN203361643U CN203361643U CN 201320374710 CN201320374710U CN203361643U CN 203361643 U CN203361643 U CN 203361643U CN 201320374710 CN201320374710 CN 201320374710 CN 201320374710 U CN201320374710 U CN 201320374710U CN 203361643 U CN203361643 U CN 203361643U
- Authority
- CN
- China
- Prior art keywords
- dabbing
- free
- template
- preformed holes
- steel wire
- 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
- 229910001335 Galvanized steel Inorganic materials 0.000 claims abstract description 9
- 239000008397 galvanized steel Substances 0.000 claims abstract description 9
- 230000002787 reinforcement Effects 0.000 claims description 4
- 230000008878 coupling Effects 0.000 claims description 3
- 238000010168 coupling process Methods 0.000 claims description 3
- 238000005859 coupling reaction Methods 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 3
- 238000005336 cracking Methods 0.000 abstract description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 abstract 2
- 230000000903 blocking effect Effects 0.000 abstract 1
- 229910052742 iron Inorganic materials 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to templates, in particular to templates for structural construction. A removing-free and dabbing-free template provided with preformed holes comprises an outer framework made of rebars, wherein the size of the outer framework is matched with the sizes of the preformed holes, galvanized steel wire netting is arranged inside the outer framework, and the galvanized steel wire netting and the rebars of the outer framework are fixed together in a binding mode through galvanized iron wires. According to the removing-free and dabbing-free template provided with the preformed holes, template removing and dabbing are avoided, blocking concave surfaces are reserved in advance, and leakage and cracking at the later period are effectively avoided.
Description
Technical field
The utility model relates to template, relates in particular to the template of structure construction.
Background technology
During structure construction, need to stay establish measure peephole, concrete is carried the measures such as pore, professional embedded hole, generally adopts the wooden model shutoff, during the later stage shutoff, needs form removal, new and old concrete dabbing, controls bad body of wall, floor seepage, the cracking phenomena of very easily causing.
Summary of the invention
The utility model is intended to overcome the defect of prior art, a kind of free removal is provided, exempts from the template of dabbing reserving hole.The utility model has been avoided form removal, dabbing operation, and advance reservation shutoff concave surface effectively avoids later stage seepage, cracking phenomena to occur.
In order to solve the problems of the technologies described above, a kind of free removal of the utility model, exempt from the template of dabbing reserving hole, it comprises by reinforcement fabrication, the housing skeleton of size and hole coupling, be provided with galvanized steel wire netting in this housing skeleton, fix by the galvanized wire colligation between the reinforcing bar of described galvanized steel wire netting and housing skeleton.
Described free removal, exempt from the template of dabbing reserving hole, four jiaos of sides that described template contacts with concrete are provided with flitch.
The utility model adopts cage of reinforcement and galvanized steel wire netting as template, and, at four jiaos of reserved wooden units, with existing, adopts wooden model shutoff reserving hole relatively, can reduce the dabbing operation, saves artificial; Around hole, after vibration compacting, new and old concrete bonding surface is more coarse, meets the concrete operation.The advance reservation surface groove, extend the infiltration path, reduces wall, plate risk of leakage.
The accompanying drawing explanation:
Below in conjunction with accompanying drawing, the utility model is further described:
Fig. 1 is template schematic diagram of the present utility model;
Fig. 2 is for adopting template formwork schematic diagram of the present utility model.
The specific embodiment
As depicted in figs. 1 and 2, a kind of free removal of the utility model, exempt from the template of dabbing reserving hole, it comprises by reinforcement fabrication, the housing skeleton 1 of size and hole coupling, be provided with galvanized steel wire netting 2 in this housing skeleton, between the reinforcing bar of described galvanized steel wire netting and housing skeleton, by the galvanized wire colligation, fix
Described free removal, exempt from the template of dabbing reserving hole, four jiaos of sides that described template contacts with concrete are provided with flitch 3.
Claims (2)
1. a free removal, exempt from the template of dabbing reserving hole, it is characterized in that, it comprises by reinforcement fabrication, the housing skeleton of size and hole coupling, be provided with galvanized steel wire netting in this housing skeleton, fix by the galvanized wire colligation between the reinforcing bar of described galvanized steel wire netting and housing skeleton.
2. free removal according to claim 1, exempt from the template of dabbing reserving hole, it is characterized in that, four jiaos of sides that described template contacts with concrete are provided with flitch.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201320374710 CN203361643U (en) | 2013-06-27 | 2013-06-27 | Removing-free and dabbing-free template provided with preformed holes |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201320374710 CN203361643U (en) | 2013-06-27 | 2013-06-27 | Removing-free and dabbing-free template provided with preformed holes |
Publications (1)
Publication Number | Publication Date |
---|---|
CN203361643U true CN203361643U (en) | 2013-12-25 |
Family
ID=49809429
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201320374710 Expired - Fee Related CN203361643U (en) | 2013-06-27 | 2013-06-27 | Removing-free and dabbing-free template provided with preformed holes |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN203361643U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104120816A (en) * | 2014-08-07 | 2014-10-29 | 大连厚基科技有限公司 | Closed box and floor structure of closed box |
CN110835940A (en) * | 2019-09-30 | 2020-02-25 | 中国市政工程中南设计研究总院有限公司 | Construction method for reserved opening of totally-enclosed pool roof material |
CN115341671A (en) * | 2022-08-22 | 2022-11-15 | 东南大学 | UHPC seam interface processing method with controllable roughness and continuous interface |
-
2013
- 2013-06-27 CN CN 201320374710 patent/CN203361643U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104120816A (en) * | 2014-08-07 | 2014-10-29 | 大连厚基科技有限公司 | Closed box and floor structure of closed box |
CN110835940A (en) * | 2019-09-30 | 2020-02-25 | 中国市政工程中南设计研究总院有限公司 | Construction method for reserved opening of totally-enclosed pool roof material |
CN115341671A (en) * | 2022-08-22 | 2022-11-15 | 东南大学 | UHPC seam interface processing method with controllable roughness and continuous interface |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103422674B (en) | Prefabricated concrete structure Cast-in-Situ Segment concrete construction method | |
CN104947831A (en) | Prefabricated assembly type profile steel concrete shear wall and construction method thereof | |
CN105256947A (en) | Method for constructing recycled mixed concrete beams and slabs | |
CN203361643U (en) | Removing-free and dabbing-free template provided with preformed holes | |
CN206233596U (en) | Building block exterior wall constructional column concrete casting device | |
CN103485370B (en) | A kind of concrete construction control method preventing wallboard harmful cracks | |
CN103556819A (en) | Construction method for reserving constructional column holes in beam plate | |
CN103726589A (en) | H-shaped steel and steel pipe framework assembly shear wall with protruding interfaces and bent steel bars and manufacturing method | |
CN103568109A (en) | Hole forming method of precast concrete hollow component | |
CN204112525U (en) | Band perps precast shear wall structure in strong concrete precast frame | |
CN205976167U (en) | Based on cast -in -place floor structures of detachable positioning control spare | |
CN103669696A (en) | Hollow precast concrete member and manufacturing method thereof | |
CN104911999B (en) | Buried anchor construction method | |
CN108240045A (en) | A kind of compound late poured band structure of outer wall precast slab and its construction method | |
CN201473974U (en) | Novel steel plate water stopper | |
CN205314553U (en) | Strenghthened type beam column or shear force be heat preservation -in -place mould for wall | |
CN107905551B (en) | Construction method for wall reinforcing structure | |
CN103437349B (en) | The construction method of steel concrete perfusion shaped pile | |
CN103669878A (en) | Method for connecting steel bars of core tube | |
CN101418593B (en) | Construction method of connecting node between pseudo-classic concrete structure and wood bracket | |
CN107237436B (en) | A kind of method of temporarily fixing when cavity floor is constructed | |
CN204876190U (en) | Brickwork infilled wall adds muscle constructional column of plastering | |
CN103802209A (en) | Prefabricated concrete hollow component pore-forming method | |
CN204282822U (en) | A kind of pre-buried extra high building combined floors plate muscle fastening devices | |
CN105421671B (en) | A kind of positive kiss modelled after an antique and its installation method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CX01 | Expiry of patent term |
Granted publication date: 20131225 |
|
CX01 | Expiry of patent term | ||
CU01 | Correction of utility model |
Correction item: Termination upon expiration of patent Correct: Revocation of Patent Expiration and Termination False: On July 14, 2023, the expiration and termination of 39 volumes and 2802 issues of the patent Number: 28-02 Volume: 39 |
|
CU01 | Correction of utility model | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131225 |