CN203487773U - Concrete casting apparatus - Google Patents
Concrete casting apparatus Download PDFInfo
- Publication number
- CN203487773U CN203487773U CN201320279165.8U CN201320279165U CN203487773U CN 203487773 U CN203487773 U CN 203487773U CN 201320279165 U CN201320279165 U CN 201320279165U CN 203487773 U CN203487773 U CN 203487773U
- Authority
- CN
- China
- Prior art keywords
- screw rod
- hole
- construction
- concrete casting
- casting device
- 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
Abstract
A concrete casting apparatus comprises at least two building templates (4), at least one support pipe (5) with a hollow core space, at least one screw rod (3) and at least one screw disc (2) connected with the screw rod (3) in a threaded manner. Each building template comprises a main body plate and reinforcement ribs positioned on the surface of the main body plate opposite to concrete; the reinforcement ribs at the periphery of the main body plate have several waist-shaped through holes (6); the central section of the main body plate is provided with a through hole; two adjacent building templates (4) are tightly connected together through a handle (1) passing through the waist-shaped through holes (6), and the screw rod (3) passes through the through hole relative to the two building templates (4); the support pipe (5) positioned between the two building templates (4) is tightly locked with the screw disc (2) positioned outside the building templates (4); and the screw rod (3) passes through the hollow core space of the support pipe (5).
Description
Technical field
The utility model belongs to technical field of building construction, relates to a kind of concrete casting device for building operations.
Background technology
Existing concrete building template, material is generally steel, wooden or veneer, and is panel construction.The template water imbibition of manufacturing due to above-mentioned material is strong, therefore, in carrying out pouring concrete and knockout course, makes metope coarse, rough, need secondary dust, and template itself utilizes number of times low.In addition, the structure of existing concrete construction formwork junction, bonding strength is low, connects inconvenient.Therefore, during the construction of existing concrete construction formwork, connection and dismounting are all more time-consuming, and when horizontal and vertical connection, need brace and more wooden peg, and the number of turnover of template are low, and method of attachment intensity is not high.
Utility model content
Technical problem to be solved in the utility model is that the utility model provides a kind of concrete casting device for above-mentioned prior art present situation, and it has easy to use, the feature that bonding strength is high.
In order to solve the problems of the technologies described above, the technical scheme that the utility model adopts is: a kind of concrete casting device, has at least two construction formworks; At least one stay pipe with hollow cavity; At least one screw rod; The spiral shell dish that at least one is connected with described screw flight, described construction formwork, comprise main board and be positioned at the strengthening rib strip that described main board deviates from concrete surface one side, the strengthening rib strip of described main board edge has some waist through hole, the middle part of described main board has through hole, by the grip handle lock stressed joint through described waist through hole together, relative two construction formworks are by the screw rod through described through hole for adjacent two construction formworks; Stay pipe between two construction formworks; Lock with the spiral shell dish that is positioned at described construction formwork outside, described screw rod is through the hollow cavity of described stay pipe.
As further improvement technical scheme, the column construction formwork that the utility model provides is at least one polymer in polypropylene, polyethylene, ABS resin, Merlon or the polyamide of weight portion 80 ~ 90 by described construction formwork, and the mixture of glass fibers of weight portion 10 ~ 20 is formed by injection molding.Employing adds mixture of glass fibers injection mo(u)lding by polypropylene, polyethylene, ABS resin, Merlon or polyamide, has advantages of that product weight is light, it is easy, durable to assemble, rub resistance, weather, chemically-resistant preparation.
As further improvement technical scheme, the concrete casting device that the utility model provides, the through hole of described construction formwork is bellmouth, the two ends of described stay pipe are the pyramidal structure coordinating with described bellmouth.
As further improvement technical scheme, the concrete casting device that the utility model provides, the strengthening rib strip of described waist through hole simultaneously has at least one obliquity prominence platform of described adjacent two construction formworks being locked for handle, and described obliquity prominence platform is positioned at the strengthening rib strip of two construction formwork joint faces away from a side of joint face.
As further improvement technical scheme, the concrete casting device that the utility model provides, also has plug, for the through hole that screw rod is not installed is blocked.
As further improvement technical scheme, the concrete casting device that the utility model provides, also has the stiffening girder removably connecting between described construction formwork and spiral shell dish, and the corresponding screw position of described stiffening girder place has through hole or the groove passing through for described screw rod.Described screw rod, through after the through hole or groove of stiffening girder, links together stiffening girder and construction formwork by spiral shell dish, and stiffening girder plays reinforcement effect.
As further improvement technical scheme, the concrete casting device that the utility model provides, also has the protective jacket removably connecting with described screw rod two ends.Protective jacket has protection constructor safety and prevents the effect that screw rod is polluted by concrete.Protective jacket 9 has the internal thread coordinating with screw rod 3 or has the elastic telescopic hole of being inserted in for screw rod 3.
The beneficial effects of the utility model are: the concrete casting device that the utility model provides, because adopting handle that two adjacent construction formwork lockings are linked together, adopt screw rod, stay pipe and spiral shell dish by relative two construction formworks locking, have and install rapidly, metope is smooth, do not need secondary dust, the advantage that template recycling rate of waterused is high.
Accompanying drawing explanation
Accompanying drawing is used to provide further understanding of the present utility model, forms the application's a part, and schematic description and description of the present utility model is used for explaining the utility model, does not form improper restriction of the present utility model.In the accompanying drawings:
Fig. 1 is that embodiment concrete casting device is used status architecture schematic diagram;
Fig. 2 is the plan structure schematic diagram of Fig. 1 embodiment concrete casting device;
Fig. 3 is the main TV structure schematic diagram of Fig. 1 embodiment concrete casting device;
Fig. 4 is the vertical cross section structural representation of Fig. 1 embodiment concrete casting device;
Fig. 5 is embodiment construction formwork handle installation structure schematic diagram when assembled;
Fig. 6 is that embodiment construction formwork is for the structural representation of handle strainer;
Fig. 7 is that the U-shaped construction formwork of embodiment is used status architecture schematic diagram;
Fig. 8 is that the round construction formwork of embodiment is used status architecture schematic diagram.
The specific embodiment
As shown in Fig. 1-Fig. 4 for building the concrete casting device of column, construction formwork 4 is formed by injection molding by the polypropylene of weight portion 85, the mixture of glass fibers of weight portion 15, the side that the main board of construction formwork 4 deviates from concrete surface has crisscross strengthening rib strip, wherein the strengthening rib strip at main board edge has respectively at least more than one waist through hole 6, and the middle part of construction formwork 4 has conical through-hole.The side of construction formwork 4 is 45 degree, and upper is 90 degree below, and the adjacent side of four construction formworks 4 is locked by the handle 1 through waist through hole 6 formation one rectangle that links together and built device, is applicable to tetragonal column and builds.In the time need to increasing the height of concrete casting device, can increase in one end of construction formwork 4 corresponding construction formwork 4, upper and lower construction formwork 4 also links together by handle 1 locking through waist through hole 6, referring to Fig. 5 and Fig. 6, the strengthening rib strip of described waist through hole 6 simultaneously has for handle 1 obliquity prominence platform 8 of two construction formwork 4 lockings, handle 1 is put more loose in rotation starting bit, after rotation, under the effect of obliquity prominence platform 8, improve constantly tension force, two construction formworks 4 are compressed, the side of construction formwork 4 is 45 degree, on be below 90 degree, can make its junction increase contact area, building Shi Bulu slurry.Screw rod 3 passes the conical through-hole of relative two construction formworks 4 and between two construction formworks 4, has the stay pipe 5 of hollow cavity, be positioned at the spiral shell dish 2 that has been threaded on the screw rod 3 in construction formwork 4 outsides, between construction formwork 4 and spiral shell dish 2, also there is stiffening girder, the corresponding screw rod of stiffening girder 3 positions have through hole or the groove passing through for screw rod 3, U-shaped groove for example, screw rod is through after the through hole or groove of stiffening girder, by spiral shell dish 2, stiffening girder and construction formwork 4 are linked together, when concrete is tamped, stiffening girder plays reinforcement effect, pressure while making device can bear concrete compacting.By rotation spiral shell dish 2, relative two construction formworks 4 and stiffening girder are locked and located; rotation spiral shell dish 2 is by after construction formwork 4 and stiffening girder locking positioning; at the two ends of screw rod 3, put protective jacket 9; protective jacket 9 have protection constructor safely, prevent the effect that screw rod is polluted by concrete; make when being repeatedly used; spiral shell dish 2 and screw rod 3 still can be used, and protective jacket 9 has the internal thread coordinating with screw rod 3.The conical through-hole of construction formwork 4 is larger in the aperture of the one side with concrete Surface Contact, and the two ends of stay pipe 5 are the pyramidal structure coordinating with described bellmouth, when relative two construction formworks, 4 locking, can fit with described bellmouth well; Construction formwork 4 is not installed the unnecessary conical through-hole of screw rod spiral shell dish locking device, with plug 7, blocks, and plug 7 is taper, and microcephaly one end has a U-shaped groove, has certain elasticity, after conveniently installing and preventing from installing, comes off.Because using handle 1 and screw rod spiral shell dish locking device, there is the equal convenience and high-efficiency of installation and removal, construction formwork 4 is repeatedly reusable.Stay pipe 5 is played a supporting role when screw rod and spiral shell dish tension template, can prevent the undue tension of template and be out of shape, and its length arranges as required, and this pipe is running stores, after construction, stays in concrete and does not take out.
What in other embodiments, concrete casting device can be for as shown in Figure 7 is U-shaped; Or circle as shown in Figure 8.
In other embodiments, shown in Fig. 4, adjacent two construction formworks add the construction formwork of the formation new structure being made of one man-hour, the both sides shape of each construction formwork has angle, and column concrete casting device can be spliced by the construction formwork of two new structures.The preferred right angle of described angle, the length of side of both sides is preferably isometric.
In other embodiments, construction formwork 4 can select at least one polymer in the polypropylene of weight portion 80 ~ 90, polyethylene, ABS resin, Merlon or polyamide and the mixture of glass fibers of weight portion 10 ~ 15 to be formed by injection molding, and also can be other material.All can meet the Performance and quality requirement of construction formwork.
Obviously, the utility model is not limited to above preferred embodiment, also can be in the spirit of the utility model claims and manual restriction, carry out conversion and the improvement of various ways, can solve same technical problem, and obtain the technique effect of expection, therefore do not repeat.Those of ordinary skill in the art can be from the disclosed content of the utility model directly or all schemes of associating, as long as within the spirit limiting in claim, also belong to protection domain of the present utility model.
Claims (6)
1. a concrete casting device, is characterized in that: have at least two construction formworks (4); At least one stay pipe (5) with hollow cavity; At least one screw rod (3); The spiral shell dish (2) that at least one is threaded with described screw rod (3), described construction formwork, comprise main board and be positioned at the strengthening rib strip that described main board deviates from concrete surface one side, the strengthening rib strip of described main board edge has some waist through hole (6), the middle part of described main board has through hole, adjacent two construction formworks (4) link together by the handle through described waist through hole (6) (1) locking, and relative two construction formworks (4) are by the screw rod (3) through described through hole; Be positioned at the stay pipe (5) between two construction formworks (4); Lock with the spiral shell dish (2) that is positioned at described construction formwork (4) outside, described screw rod (3) is through the hollow cavity of described stay pipe (5).
2. concrete casting device according to claim 1, is characterized in that: the through hole of described construction formwork (4) is bellmouth, and the two ends of described stay pipe (5) are the pyramidal structure coordinating with described bellmouth.
3. concrete casting device according to claim 1, it is characterized in that: the strengthening rib strip of described waist through hole (6) simultaneously has at least one obliquity prominence platform (8) of described adjacent two construction formworks (4) being locked for handle (1), and described obliquity prominence platform is positioned at the strengthening rib strip of two construction formwork joint faces away from a side of joint face.
4. concrete casting device according to claim 1, is characterized in that: also have plug (7), for the through hole that screw rod (3) is not installed is blocked.
5. concrete casting device according to claim 1, it is characterized in that: between described construction formwork (4) and spiral shell dish (2), also have the stiffening girder removably connecting, the corresponding screw rod (3) of described stiffening girder position has through hole or the groove passing through for described screw rod (3).
6. concrete casting device according to claim 1, is characterized in that: also have the protective jacket (9) removably connecting with described screw rod (3) two ends.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320279165.8U CN203487773U (en) | 2013-05-21 | 2013-05-21 | Concrete casting apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320279165.8U CN203487773U (en) | 2013-05-21 | 2013-05-21 | Concrete casting apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203487773U true CN203487773U (en) | 2014-03-19 |
Family
ID=50258613
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320279165.8U Expired - Fee Related CN203487773U (en) | 2013-05-21 | 2013-05-21 | Concrete casting apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203487773U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110506147A (en) * | 2017-01-18 | 2019-11-26 | 创建城堡有限责任公司 | Systems, devices and methods for molded structure |
| US11408187B2 (en) | 2017-01-18 | 2022-08-09 | Create A Castle, LLC | Mold systems having a separation tool for molding structures |
-
2013
- 2013-05-21 CN CN201320279165.8U patent/CN203487773U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110506147A (en) * | 2017-01-18 | 2019-11-26 | 创建城堡有限责任公司 | Systems, devices and methods for molded structure |
| US11408187B2 (en) | 2017-01-18 | 2022-08-09 | Create A Castle, LLC | Mold systems having a separation tool for molding structures |
| US11959288B2 (en) | 2017-01-18 | 2024-04-16 | Create A Castle, LLC | Systems, devices, and methods for molding structures |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103243909A (en) | Quickly-clamped concrete pouring device | |
| CN103243903B (en) | A kind of concrete casting device | |
| CN203420473U (en) | Fast-clamping concrete pouring device | |
| CN201943347U (en) | Mounting structure for plastic formwork of frame column | |
| CN203487773U (en) | Concrete casting apparatus | |
| CN207063522U (en) | A kind of frame column high-supported formwork | |
| CN113152898A (en) | Novel indoor concreting face of perpendicular pump line is consolidated device | |
| CN205370110U (en) | Constructon site fence | |
| CN206053328U (en) | A kind of middle buried water stop fixing device | |
| CN207813019U (en) | A kind of UHPC non-dismantling formworks of casting concrete column | |
| CN107237492A (en) | The installation method of sizing cylindrical form | |
| CN206538910U (en) | The curtain wall construction column template reinforcement system of horn mouth formula | |
| CN209307876U (en) | A kind of bridge pier tool combined steel formwork | |
| CN204059958U (en) | Oblique variable cross-section type column template device | |
| CN103195079B (en) | Installing type template, installing type template group and complete installing type plate device | |
| CN206000154U (en) | A kind of building pours uses template | |
| CN212715040U (en) | Assembled settlement joint of reinforced concrete apron culvert | |
| CN209368738U (en) | Assembled sidewalk guardrail | |
| CN206829786U (en) | Construction, which is enclosed, covers | |
| CN205476459U (en) | Template system of consolidating on high formwork low -angle clear water inclined plane | |
| CN206110646U (en) | Strenghthened type building templates | |
| CN205637590U (en) | Template fixed knot of wrong platform constructs between anti -shear power wall floor | |
| CN211285428U (en) | Concrete guardrail link plate assembled template | |
| CN204266118U (en) | A kind of bridge rainwater grid | |
| CN205296814U (en) | Novel concrete form structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20151214 Address after: Xingsha industrial base of Hunan province 410199 Changsha City Economic and Technological Development Zone Kaiyuan Road No. 1318 building room 407 Patentee after: HUNAN PUYUN INTELLIGENT TECHNOLOGY CO., LTD. Address before: 410147, No. 188, No. three, Huanglong village, Huanghua Town, Huanghua Town, Changsha, Hunan, Changsha County Patentee before: Hunan Xinlong Plastic Technology Development Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140319 Termination date: 20200521 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |