CN203145462U - Concrete Form Positioning Device - Google Patents
Concrete Form Positioning Device Download PDFInfo
- Publication number
- CN203145462U CN203145462U CN 201320176489 CN201320176489U CN203145462U CN 203145462 U CN203145462 U CN 203145462U CN 201320176489 CN201320176489 CN 201320176489 CN 201320176489 U CN201320176489 U CN 201320176489U CN 203145462 U CN203145462 U CN 203145462U
- Authority
- CN
- China
- Prior art keywords
- pipe box
- backstay
- support
- locating lever
- concrete
- 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 - Lifetime
Links
- 238000009416 shuttering Methods 0.000 claims description 34
- 239000000463 material Substances 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 210000000080 chela (arthropods) Anatomy 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000000047 product Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012467 final product Substances 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000009439 industrial construction Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000007569 slipcasting Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model belongs to the technical field of building templates equipment and specifically relates to concrete form positioner. The technical problem to be solved is to provide a simple and effective concrete template positioning device. The adopted technical scheme is as follows: concrete form positioner, including the support template to and locating lever and pipe box, wherein the locating lever cover is in the pipe box, and the pipe box both ends all are provided with the support template and the locating lever passes from the support template, and the locating lever both ends all are provided with the bayonet socket just the bayonet socket is located the support template outside. Firstly, a very stable concrete pouring cavity is constructed in a mode of supporting a positioning rod and a pipe sleeve in an inner mode. Simultaneously, in order to solve the problem of taking out the locating lever in the internal stay mode, set up the pipe box, directly take out the locating lever in the pipe box can after accomplishing the pouring. The scheme draws the advantages of an external support mode and an internal support mode. The utility model discloses can be applied to in the use of cast concrete.
Description
Technical field
The utility model relates to construction formwork equipment field, especially concrete mould plate positioning device.
Background technology
In the making of traditional industrial construction template, generally be to adopt the support reinforcement method in a large number, namely outside support shuttering, increase the cast that supporting provides support the card support shuttering inner concrete of trying hard to keep.Such mode often occurs reinforcing phenomenon not in place, causes the appearance of a large amount of construction quality accidents.
Concretely, have a variety ofly in traditional support shuttering support reinforcement method, reinforce as useful lacing wire, also useful flitch reinforce and with steel bar end welding location.If reinforce with lacing wire, that draws too tightly can not guarantee physical dimension, and the situation of bloated mould appears again in Tai Song easily.For with the flitch inner support, there is flitch in addition in concrete foundation inside after the form removal, namely all certain hidden danger can be arranged to waterproof and structure in case flitch is corroded.And need welding with steel bar end welding location, operate more loaded down with trivial details.Therefore, traditional support reinforcement mode exists complex operation and effect defect of bad.
The utility model content
Technical problem to be solved in the utility model provides a kind of simple and effective concrete mould plate positioning device.
The technical scheme that its technical problem that solves the utility model adopts is: the concrete mould plate positioning device, comprise support shuttering, and backstay and pipe box, wherein positioning arm cover is in pipe box, the pipe box two ends are provided with support shuttering and backstay passes from support shuttering, and the backstay two ends are provided with bayonet socket and described bayonet socket is positioned at the support shuttering outside.
Further be, be provided with dismountable locating ring between described pipe box and the support shuttering, backstay passes from locating ring.
Further be, described backstay is full silk pull bar, and between described full silk pull bar and the locating ring for being threaded.
Further be, have additional buffer board between support shuttering and the bayonet socket, backstay passes from buffer board.
The beneficial effects of the utility model are: the utility model at first is the mode with backstay and pipe box inner support, has constructed very firm concrete cast chamber, and the mode that increases supporting than traditional support shuttering outward is more firm.Simultaneously, in order to solve in the inner support mode problem of taking out backstay, be provided with pipe box, after finishing cast, directly backstay taken out in the pipe box and get final product.Such scheme has been drawn the advantage of outside supporting and inner support dual mode, and existing firm support can be finished cast back taking-up backstay again.The utility model can be applied in the use of fluid concrete.
Description of drawings
Fig. 1 is schematic diagram of the present utility model.
Be labeled as among the figure: backstay 1, locating ring 2, support shuttering 3, buffer board 4, bayonet socket 5, pipe box 6.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described further.
Concrete mould plate positioning device as shown in Figure 1, comprise support shuttering 3, backstay 1 and pipe box 6, wherein backstay 1 is enclosed within the pipe box 6, pipe box 6 two ends are provided with support shuttering 3 and backstay 1 passes from support shuttering 3, and backstay 1 two ends are provided with bayonet socket 5 and described bayonet socket 5 is positioned at support shuttering 3 outsides.
The utility model combines the advantage of outside supporting and two kinds of structures of inner support, existing firm fixed structure, again good treatment the remnant in the concrete finished product.When practical application, determined the length of pipe box 6 earlier according to concrete thickness, then two support shutterings 3 are separately positioned on the two ends of pipe box 6.Subsequently, backstay 1 is passed in two support shutterings 3 and the pipe box 6.At last, bayonet socket 5 fixedly is stuck on the backstay 1, and utilize bayonet socket 5 with support shuttering 3 bandings in pipe box 6 two ends.After treating concrete setting, extract backstay 1 out, unload bayonet socket 5 and support shuttering 3.For the eyelet that remains in pipe box 6 places in the concrete, can eyelet be blocked by the mode that adopts waterproof grouting material slip casting.General, pipe box 6 material selection pvc pipes, backstay 1 can be selected full silk pull bar.
In order to prevent that support shuttering 3 is damaged by pressure by pipe box 6 when bayonet socket 5 is applied external force, between pipe box 6 and support shuttering 3, be provided with dismountable locating ring 2, backstay 1 passes from locating ring 2.As shown in Figure 1, the area when locating ring 2 directly contacts with support shuttering 3 greater than pipe box 6 with the contact area of support shuttering 3 can reduce pressure like this, simultaneously, also can allow the sealing effectiveness at place, pipe box 6 two ends better, guarantees the quality of concrete product.Two pincers holes are arranged on the lateral surface of the actual locating ring 2 that uses, and only with hand worker pincers can be finished easily when fastening and dismounting.On the size of locating ring 2, be to adopt thickness 3mm~5mm in the middle of the reality, radius is not less than the ring of 25mm.
On the basis of such scheme, backstay 1 is chosen as full silk pull bar, and between described full silk pull bar and the locating ring 2 for being threaded.Can fix support shuttering 3 according to the flexible in size rotation locating ring of support shuttering 3 like this, have more compliance.
In order to prevent after long-term the use, thereby support shuttering 3 is damaged by bayonet socket 5 and increases user cost, has additional buffer board 4 between support shuttering 3 and the bayonet socket 5, and backstay 1 passes from buffer board 4.As shown in Figure 1, buffer board 4 can guarantee fastening effect between bayonet socket 5 and support shuttering 3, also can avoid scuffing or the damage of bayonet socket 5.General, buffer board 4 can be selected the material of plank and so on, when user's practical operation, adopts 50 * 100 the lumps of wood.
Claims (4)
1. concrete mould plate positioning device, comprise support shuttering (3), it is characterized in that: comprise backstay (1) and pipe box (6), wherein backstay (1) is enclosed within the pipe box (6), pipe box (6) two ends are provided with support shuttering (3) and backstay (1) passes from support shuttering (3), and backstay (1) two ends are provided with bayonet socket (5) and described bayonet socket (5) is positioned at support shuttering (3) outside.
2. concrete mould plate positioning device as claimed in claim 1, it is characterized in that: be provided with dismountable locating ring (2) between described pipe box (6) and the support shuttering (3), backstay (1) passes from locating ring (2).
3. concrete mould plate positioning device as claimed in claim 2 is characterized in that: described backstay (1) is full silk pull bar, and between described full silk pull bar and the locating ring (2) for being threaded.
4. concrete mould plate positioning device as claimed in claim 1 or 2, it is characterized in that: have additional buffer board (4) between support shuttering (3) and the bayonet socket (5), backstay (1) passes from buffer board (4).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201320176489 CN203145462U (en) | 2013-04-10 | 2013-04-10 | Concrete Form Positioning Device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201320176489 CN203145462U (en) | 2013-04-10 | 2013-04-10 | Concrete Form Positioning Device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN203145462U true CN203145462U (en) | 2013-08-21 |
Family
ID=48973001
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201320176489 Expired - Lifetime CN203145462U (en) | 2013-04-10 | 2013-04-10 | Concrete Form Positioning Device |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN203145462U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105459251A (en) * | 2015-12-28 | 2016-04-06 | 天津萨图红芯科技有限公司 | Building material mold |
-
2013
- 2013-04-10 CN CN 201320176489 patent/CN203145462U/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105459251A (en) * | 2015-12-28 | 2016-04-06 | 天津萨图红芯科技有限公司 | Building material mold |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CX01 | Expiry of patent term |
Granted publication date: 20130821 |
|
CX01 | Expiry of patent term |