CN202266017U - Structure for preventing floor template dismounting damage - Google Patents
Structure for preventing floor template dismounting damage Download PDFInfo
- Publication number
- CN202266017U CN202266017U CN2011203100817U CN201120310081U CN202266017U CN 202266017 U CN202266017 U CN 202266017U CN 2011203100817 U CN2011203100817 U CN 2011203100817U CN 201120310081 U CN201120310081 U CN 201120310081U CN 202266017 U CN202266017 U CN 202266017U
- Authority
- CN
- China
- Prior art keywords
- template
- rabbet
- veneer board
- veneer
- wood block
- 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
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a structure for preventing floor template dismounting damage, which comprises a plurality of paving units. Each paving unit comprises a veneer board. Main beams are fixedly provided at two sides of the veneer board. The veneer board is also provided with a plurality of secondary beams which are vertical with the main beam. The veneer board is provided with a rabbet. Edge sealing glue is coated at the periphery of the rabbet. The rabbet is internally provided with a wood block. According to the structure for preventing floor template dismounting damage, an inlaying wood block is excavated firstly through a steel prying bar in template detachment. Because the wood block inwards dents for 5mm, a gap of a contact surface between the veneer board and concrete is exposed after the wood block is removed. The steel prying bar can be inserted into the gap of the contact surface for prying. The veneer board can be easily detached. Furthermore the periphery of the veneer board is not easily damaged. The structure effectively settles problems in floor template dismounting. After multiple times of turnover, integrity and smoothness of the template can be kept, and the phenomena of severe warppage, etc. are prevented. The structure for preventing floor template dismounting damage further has the following advantages: greatly enlarging number of turnover times of the template, reducing input of the template, reducing cost and ensuring project quality.
Description
Technical field
The utility model relates to a kind of structure of transvers plate, especially relates to a kind of slab form that prevents and removes the structure that damages, and belongs to building field.
Background technology
Template is indispensable as the concrete floor template in building trade, but the template of using at present exists the use back to remove difficult problem.The large tracts of land slab form is when removing; Conventional method is to adopt the steel crow bar directly to insert prying by force in the template piece, very easily cause the template edges of boards damaged, come unstuck and problem such as warpage, influenced the normal use of template greatly; Reduced the number of turnover of template; Influence the application life of template, increased engineering cost, and have influence on workmanship.
The utility model content
To the deficiency that prior art exists, the utility model technical problem to be solved is, provides a kind of slab form that prevents to remove the structure that damages, and improved the number of turnover of template, reduced the template input, reduced cost.
For solving the problems of the technologies described above, the technical scheme that the utility model is taked is, a kind of slab form that prevents is removed the structure that damages, and it comprises some laying units; Said laying unit comprises a veneer; The both sides of said veneer are fixed with girder; Also be provided with some secondary beams vertical on the said veneer with girder; Said veneer is provided with a rabbet, and the rabbet periphery is coated with edge sealing adhesive, is provided with a wooden unit in the rabbet; The distance of said wooden unit protrusion veneer plate face is 5-7mm.
Optimize, the above-mentioned slab form that prevents is removed the structure that damages, and its wooden unit is of a size of 100mm * 100mm * 150mm.
Optimize, the above-mentioned slab form that prevents is removed the structure that damages, and its rabbet is of a size of 100mm * 100mm.
The utility model is that a kind of plywood form that prevents is removed the construction measure that damages, and excavates the wooden unit of mending embedding with the steel crow bar earlier during form removal, because wooden unit recessed 5mm in concrete, therefore; After wooden unit was removed, exposed in veneer and concrete surface slit, and promptly available steel crow bar inserts the contact surface slit and carries out prying; Veneer is easy to be removed, and not fragile veneer periphery, and this kind structure efficiently solves the difficult problem that the slab form form removal is run into; Through repeatedly turnover, phenomenons such as template still can remain intact, smooth, no serious warpage have improved the number of turnover of template greatly; Reduce the template input, reduced cost, guaranteed workmanship.
Description of drawings
Below in conjunction with accompanying drawing and embodiment to the utility model further explain;
Fig. 1 is the structural representation of the utility model;
Fig. 2 is the A-A sectional view of Fig. 1;
Fig. 3 is the structural representation of the veneer of the utility model.
The specific embodiment
Like Fig. 1, Fig. 2 and shown in Figure 3, the utility model is that a kind of slab form that prevents is removed the structure that damages, and it comprises some laying units 1; Said laying unit 1 comprises a veneer 2; The both sides of said veneer 2 are fixed with girder 3; Also be provided with the vertical secondary beam 4 of some and girder 3 on the said veneer 3; Said veneer 2 is provided with a rabbet 5, and rabbet 5 peripheries are coated with edge sealing adhesive, is provided with a wooden unit 6 in the rabbet 5; The distance of said wooden unit 6 protrusion veneers 2 plate faces is 5-7mm.Wooden unit 6 is of a size of 100mm * 100mm * 150mm.Rabbet 5 is of a size of 100mm * 100mm.
1. veneer rabbet: by primary and secondary beam marker space is a laying unit, in a laying unit, a veneer rabbet is arranged, and rabbet size is 100mm * 100mm, and the rabbet periphery is coated with edge sealing adhesive;
2. veneer is laid: lay by conventional method, a veneer of rabbet generally is laid in the middle of the unit, and embedding is mended with the wooden unit of 100mm * 100mm * 150mm in the rabbet position, and 5mm is advisable with the protruding plate face;
3. veneer form removal: excavate the wooden unit of mending embedding with the steel crow bar earlier during form removal; Since wooden unit recessed 5mm in concrete, therefore, after wooden unit is removed; Expose in veneer and concrete surface slit; Be that prying is carried out in available steel crow bar insertion contact surface slit, veneer is easy to be removed, and not fragile veneer periphery.
Certainly, above-mentioned explanation is not to be the restriction to the utility model, and the utility model also is not limited to above-mentioned giving an example; Those skilled in the art; In the essential scope of the utility model, the variation of making, remodeling, interpolation or replacement all should belong to the protection domain of the utility model.
Claims (3)
1. a structure that prevents that the slab form dismounting from damaging is characterized in that: comprise some laying units; Said laying unit comprises a veneer; The both sides of said veneer are fixed with girder; Also be provided with some secondary beams vertical on the said veneer with girder; Said veneer is provided with a rabbet, and the rabbet periphery is coated with edge sealing adhesive, is provided with a wooden unit in the rabbet; The distance of said wooden unit protrusion veneer plate face is 5-7mm.
2. the slab form that prevents as claimed in claim 1 is removed the structure that damages, and it is characterized in that: said wooden unit is of a size of 100mm * 100mm * 150mm.
3. the slab form that prevents as claimed in claim 2 is removed the structure that damages, and it is characterized in that: said rabbet is of a size of 100mm * 100mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011203100817U CN202266017U (en) | 2011-08-24 | 2011-08-24 | Structure for preventing floor template dismounting damage |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011203100817U CN202266017U (en) | 2011-08-24 | 2011-08-24 | Structure for preventing floor template dismounting damage |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202266017U true CN202266017U (en) | 2012-06-06 |
Family
ID=46156815
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2011203100817U Expired - Fee Related CN202266017U (en) | 2011-08-24 | 2011-08-24 | Structure for preventing floor template dismounting damage |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN202266017U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113265918A (en) * | 2021-05-08 | 2021-08-17 | 山东交通学院 | Barrier-free urban road intersection with fusion blind road |
-
2011
- 2011-08-24 CN CN2011203100817U patent/CN202266017U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113265918A (en) * | 2021-05-08 | 2021-08-17 | 山东交通学院 | Barrier-free urban road intersection with fusion blind road |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN2883532Y (en) | Partition board connection structure-centipede type locking tenon | |
CN104032869A (en) | Prefabricated composite floor slabs and prefabricated construction method thereof | |
CN206071034U (en) | A kind of building template | |
CN202266017U (en) | Structure for preventing floor template dismounting damage | |
CN204533963U (en) | A kind of foundation ditch built-in pipe overhead device | |
CN204357448U (en) | Tunnel lining cutting movement joint red copper waterstop end template reinforcement processing apparatus | |
CN203514793U (en) | Equipment reservation template | |
CN104047421B (en) | Finished product assembly type plastic composition turnover mould board construction method | |
CN204001733U (en) | External corner multiaspect fastener | |
CN205116705U (en) | To wall form system of tectorial membrane multiply wood not damaged in manufacturing process | |
CN201874140U (en) | Pre-embedded wall chase brick free of sintering building waste residues | |
CN203669289U (en) | Floor coupling | |
CN203462591U (en) | Embedded type points warehouse seam | |
CN208056103U (en) | Branch applies two lining finished product protection structures of used in Underground Engineering Lining | |
CN202922129U (en) | Welding dam board tool | |
CN105133556A (en) | Pre-buried steel sheet suitable for wood pattern | |
CN103147447A (en) | Special assembly for cable trench construction | |
CN203783142U (en) | Steel die connecting structure | |
CN204238207U (en) | A kind of continuous wall gear box structure of different thickness for building | |
CN104763140B (en) | Plastic formwork for building slab | |
CN203808209U (en) | Shaping combined steel moulding plate for reinforced concrete building structure water draining side ditch | |
CN203905244U (en) | Concrete baffle plate with corner protection edge | |
CN103452193A (en) | Embedded type point warehouse seam | |
CN102587639B (en) | Double-layered skirting board and service method thereof | |
CN201943348U (en) | Formwork erecting structure for deformation joint |
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: 20120606 Termination date: 20170824 |