CN206616853U - The plank sheathing that a kind of osseotomy site is strengthened - Google Patents
The plank sheathing that a kind of osseotomy site is strengthened Download PDFInfo
- Publication number
- CN206616853U CN206616853U CN201720379520.7U CN201720379520U CN206616853U CN 206616853 U CN206616853 U CN 206616853U CN 201720379520 U CN201720379520 U CN 201720379520U CN 206616853 U CN206616853 U CN 206616853U
- Authority
- CN
- China
- Prior art keywords
- plank sheathing
- cylindrical
- cylindrical hole
- cylindrical casing
- strengthened
- 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
- Credit Cards Or The Like (AREA)
Abstract
The utility model discloses the plank sheathing that a kind of osseotomy site is strengthened, including plank sheathing, cylindrical hole is provided with the plank sheathing, also include a cylindrical casing, the cylindrical casing is nested in cylindrical hole and is brought into close contact with cylindrical hole, the top of cylindrical casing is provided with the male half coupling cap bag that inlay card is fixed on cylindrical hole upper surface, the end of cylindrical casing is overhanging for cylindrical hole and to be provided with saw tooth in outer external part upper annular, the saw tooth can be by tapping the outer lower surface for being wrapped in cylindrical hole, the utility model is by handling the reinforcement of plank sheathing osseotomy site, and then improve plank sheathing reuse number of times, save construction cost.
Description
Technical field
The utility model is related to technical field of building construction, and in particular to the plank sheathing that a kind of osseotomy site is strengthened.
Background technology
Now it is required to offer the through hole for wearing split bolt on the plank sheathing of construction formwork at present, passes
The method of system is, by electric drill perforate, then to intert split bolt formwork directly on plank sheathing.Traditional plank sheathing is not to perforate
Position carries out reinforcement processing, and osseotomy site is more fragile in itself, easily causes osseotomy site when interting, removing split bolt
Abrasion, cracking, and then reduce plank sheathing reuse number of times, deficiency in economic performance.
Utility model content
(1) technical problem to be solved
In order to overcome prior art not enough, it is proposed that the plank sheathing that a kind of osseotomy site is strengthened, by plank sheathing perforate
Position reinforcement processing, and then plank sheathing reuse number of times is improved, save construction cost.
(2) technical scheme
The utility model is achieved through the following technical solutions：The utility model proposes the wooden model that a kind of osseotomy site is strengthened
Cylindrical hole is provided with plate, including plank sheathing, the plank sheathing, also includes a cylindrical casing, the cylindrical casing is nested
It is brought into close contact in cylindrical hole and with cylindrical hole, the top of cylindrical casing is provided with inlay card and is fixed on cylindrical hole upper surface
Male half coupling cap bag, the end of cylindrical casing is overhanging for cylindrical hole and to be provided with saw tooth, institute in outer external part upper annular
Stating saw tooth can be by tapping the outer lower surface for being wrapped in cylindrical hole.
Further, the cylindrical casing is formed using toughness material is made, and the toughness material is metal material.
Further, the saw root portion is not more than wooden model plate thickness away from male half coupling cap bag length.
(3) beneficial effect
The utility model has the advantages that relative to prior art：
The plank sheathing that a kind of osseotomy site that the utility model is mentioned is strengthened, cylindrical casing is installed in the through hole opened up,
Osseotomy site intensity, the abrasion of reduction osseotomy site and cracking probability are improved, the service life of plank sheathing is improved, and then can save
About construction cost.
Brief description of the drawings
Fig. 1 is the utility model mounting structure schematic diagram.
Fig. 2 is that the utility model uses structural representation.
1- plank sheathings；2- cylindrical casings；11- cylindrical holes；21- male half coupling cap bags；22- saw teeth.
Embodiment
In order that the purpose of this utility model, technical scheme and advantage are more clearly understood, below in conjunction with accompanying drawing and implementation
Example, the utility model is further elaborated.It should be appreciated that specific embodiment described herein is only to explain
The utility model, is not used to limit the utility model.
Set on the plank sheathing that a kind of osseotomy site as depicted in figs. 1 and 2 is strengthened, including plank sheathing 1, the plank sheathing 1
Cylindrical hole 11 is equipped with, also includes a cylindrical casing 2, the cylindrical casing 2 is nested in cylindrical hole 11 and logical with cylinder
Hole 11 is brought into close contact, and the top of cylindrical casing 2 is provided with the male half coupling cap bag 21 that inlay card is fixed on the upper surface of cylindrical hole 11, circle
The end of column sleeve pipe 2 is overhanging for cylindrical hole 11 and to be provided with saw tooth 22, the saw tooth 22 in outer external part upper annular
Can be by tapping the outer lower surface for being wrapped in cylindrical hole 11.
Wherein, the cylindrical casing 2 is formed using toughness material is made, and the toughness material is metal material；Saw tooth
22 roots are not more than the thickness of plank sheathing 1 away from the length of male half coupling cap bag 21.
The plank sheathing that a kind of osseotomy site that the utility model is mentioned is strengthened, it is when specifically used, such as Fig. 1, for side
Just split bolt is worn in plank sheathing 1, predeterminated position opens up cylindrical hole 11 on plank sheathing 1 by electric drill first, then
Cylindrical casing 2 is intercalated in cylindrical hole 11, the male half coupling cap bag 21 on the top of cylindrical casing 2 is carried out to the top of cylindrical casing 2
Spacing fixation, the saw tooth 22 positioned at the end of cylindrical casing 2 is overhanging for cylindrical hole 11, using hammer by vertical ring-type
Tooth on saw tooth 22 clenches the lower surface that plank sheathing 1 is fitted in after 90 degree one by one, and the osseotomy site of plank sheathing 1 is strengthened with this
Intensity, as shown in Figure 2.
Embodiment described above is only that preferred embodiment of the present utility model is described, not to this practicality
New spirit and scope are defined.On the premise of the utility model design concept is not departed from, this area ordinary person couple
The all variations and modifications that the technical solution of the utility model is made, all should drop into protection domain of the present utility model, this reality
With new claimed technology contents, all record in detail in the claims.
Claims (3)
1. the plank sheathing that a kind of osseotomy site is strengthened, including plank sheathing (1), it is characterised in that：It is provided with the plank sheathing (1)
Cylindrical hole (11), also includes a cylindrical casing (2), the cylindrical casing (2) be nested in cylindrical hole (11) and with circle
Post through hole (11) is brought into close contact, the top of cylindrical casing (2) be provided with inlay card be fixed on cylindrical hole (11) upper surface it is outer only
Muzzle cap (21), the end of cylindrical casing (2) is overhanging for cylindrical hole (11) and to be provided with saw in outer external part upper annular
Tooth (22), the saw tooth (22) can be by tapping the outer lower surface for being wrapped in cylindrical hole (11).
2. the plank sheathing that a kind of osseotomy site according to claim 1 is strengthened, it is characterised in that：The cylindrical casing (2)
Formed using toughness material is made, the toughness material is metal material.
3. the plank sheathing that a kind of osseotomy site according to claim 1 is strengthened, it is characterised in that：Saw tooth (22) root
Portion is not more than plank sheathing (1) thickness away from male half coupling cap bag (21) length.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720379520.7U CN206616853U (en) | 2017-04-12 | 2017-04-12 | The plank sheathing that a kind of osseotomy site is strengthened |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720379520.7U CN206616853U (en) | 2017-04-12 | 2017-04-12 | The plank sheathing that a kind of osseotomy site is strengthened |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206616853U true CN206616853U (en) | 2017-11-07 |
Family
ID=60236127
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720379520.7U Expired - Fee Related CN206616853U (en) | 2017-04-12 | 2017-04-12 | The plank sheathing that a kind of osseotomy site is strengthened |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206616853U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109944278A (en) * | 2019-03-11 | 2019-06-28 | 国骅建设有限公司 | Support construction and rear pouring tape construction method are exempted from a kind of post-cast strip |
-
2017
- 2017-04-12 CN CN201720379520.7U patent/CN206616853U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109944278A (en) * | 2019-03-11 | 2019-06-28 | 国骅建设有限公司 | Support construction and rear pouring tape construction method are exempted from a kind of post-cast strip |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206616853U (en) | The plank sheathing that a kind of osseotomy site is strengthened | |
| CN106744290A (en) | A kind of steel part conveys transfer tooling | |
| CN204456908U (en) | A kind of heavy beam equipment | |
| CN202000653U (en) | Steel pipe scaffold lack catch | |
| CN204676890U (en) | A kind of portable through-flooring pipeline preformed hole sleeve pipe | |
| CN204261738U (en) | A kind of catalase hammer | |
| CN203188601U (en) | Anti-upwarp clamp for scaffold board | |
| CN209649558U (en) | A kind of waste and old iron wire compression set | |
| CN209110980U (en) | One kind pulling out key apparatus | |
| CN201678153U (en) | Integrated steel coil reinforcing steel hoop | |
| CN206798957U (en) | A kind of electric motor end cap lifting device | |
| CN202374632U (en) | Welded and combined shovel | |
| CN207064461U (en) | A kind of novel high-strength directive wheel | |
| CN205742291U (en) | A kind of intensity highly corrosion resistant geomembrane | |
| CN205312861U (en) | Handling and draw prefabricated hollow for concrete pipe pile auxiliary device | |
| CN205085629U (en) | Pulley bearing detaching device | |
| CN205677339U (en) | The excessive backing plate in prestressed concrete tower cylinder top and steel tower tube attachment structure | |
| CN107352386A (en) | The simple lifting tool and its application method of steel structural roof combined hanging | |
| CN214456149U (en) | Municipal administration rainwater pipeline reinforced concrete pipe hoist | |
| CN205025201U (en) | Multi -functional prefabricated assembly type structure's construction rail | |
| CN208854539U (en) | A kind of impeller lock ring dismantling device | |
| CN211198437U (en) | Underground sensor pulley lifting device | |
| CN214652976U (en) | Novel pressure steel pipe tile stands up device | |
| CN205604243U (en) | Recoverable anchor rope device | |
| CN206606648U (en) | A kind of perforate vertically interlocks transport device for concrete building blocks |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20171107 Termination date: 20200412 |