CN103243903A - Quickly-clamped building template and concrete pouring device assembled by same - Google Patents
Quickly-clamped building template and concrete pouring device assembled by same Download PDFInfo
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- CN103243903A CN103243903A CN2013101895917A CN201310189591A CN103243903A CN 103243903 A CN103243903 A CN 103243903A CN 2013101895917 A CN2013101895917 A CN 2013101895917A CN 201310189591 A CN201310189591 A CN 201310189591A CN 103243903 A CN103243903 A CN 103243903A
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Abstract
Provided are a quickly-clamped building template and a concrete pouring device assembled by the same. The building template comprises a main body board and reinforcing ribs located on one side of the main body board deviating from the concrete surface. The reinforcing ribs on the edges of the main body board are provided with kidney-shaped through holes (6), and the middle of the main body board is provided with a through hole. The concrete pouring device comprises a plurality of building templates (4), two adjacent building templates (4) are tightly locked and connected together through handles (1) penetrating through the kidney-shaped through holes (6), and the two adjacent building templates (4) are tightly locked with screw plates (2) through screw rods (3) and support pipes (5) provided with hollow inner cavities, and the screw rods (3) penetrate through the hollow inner cavities of the support pipes (5).
Description
Technical field
The invention belongs to technical field of building construction, relate to a kind of quick detach for concreting and build building mould, the invention still further relates to a kind of concreting device for building operations.
Background technology
Available coagulation civil engineering building mould, material are generally steel, wooden or veneer, and are panel construction.Because the template water imbibition that above-mentioned material is made is strong, therefore, in carrying out concrete cast and knockout course, make metope coarse, rough, need the 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.
Summary of the invention
Technical problem to be solved by this invention is at above-mentioned prior art present situation, on the one hand, the invention provides a kind of construction formwork, and it has easy to use, the characteristics that bonding strength is high.
In order to solve the problems of the technologies described above, the technical solution adopted in the present invention is: a kind of 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 at described main board edge has some waist through hole, and the middle part of described main board has through hole.
As further improvement technical scheme, by at least a polymer in polypropylene, polyethylene, ABS resin, Merlon or the polyamide of 80 ~ 90 parts of weight, the mixture of glass fibers that weight is 10 ~ 20 parts is formed by injection molding column construction formwork provided by the invention by described construction formwork.Employing adds the mixture of glass fibers injection mo(u)lding by polypropylene, polyethylene, ABS resin, Merlon or polyamide, has that product weight is light, assembling is easy, durable, an advantage of rub resistance, weather, chemically-resistant preparation.
On the other hand, the invention provides a kind of concreting device of aforementioned construction formwork assembling, described concreting device has at least two construction formworks; At least one stay pipe with hollow cavity; At least one screw rod; The grip handle lock stressed joint by passing described waist through hole of the spiral shell dish that at least one is connected with described screw flight, adjacent two construction formworks together, relative two construction formworks are by passing the screw rod of described through hole; Stay pipe between two construction formworks; Lock with the spiral shell dish that is positioned at the described construction formwork outside, described screw rod (3) passes the hollow cavity of described stay pipe (5).
As further improvement technical scheme, concreting device provided by the invention, the through hole of described construction formwork are bellmouth, and the two ends of described stay pipe are the pyramidal structure that cooperates with described bellmouth.
As further improvement technical scheme, concreting device provided by the invention, the strengthening rib strip of described waist through hole simultaneously has at least one for the obliquity prominence platform of handle with described adjacent two construction formworks locking, 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, concreting device provided by the invention also has plug, blocks for the through hole that screw rod will be installed.
As further improvement technical scheme, concreting device provided by the invention also has the stiffening girder that removably connects between described construction formwork and the spiral shell dish, and the corresponding screw position of described stiffening girder place has through hole or the groove that passes through for described screw rod.Described screw rod links together stiffening girder and construction formwork by the spiral shell dish after passing the through hole or groove of stiffening girder, and stiffening girder plays reinforcement effect.
As further improvement technical scheme, concreting device provided by the invention also has the protective jacket that removably connects 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 that cooperates with screw rod 3 or has the elastic telescopic hole of being inserted in for screw rod 3.
The invention has the beneficial effects as follows: concreting device provided by the invention, because adopting handle that two adjacent construction formwork lockings are linked together, adopt screw rod, stay pipe and spiral shell dish with relative two construction formworks locking, have and install rapidly, metope is smooth, do not need the secondary dust, the advantage that the template recycling rate of waterused is high.
Description of drawings
Accompanying drawing is used to provide further understanding of the present invention, constitutes the application's a part, and illustrative examples of the present invention and explanation thereof are used for explaining the present invention, do not constitute improper restriction of the present invention.In the accompanying drawings:
Fig. 1 is that embodiment concreting device uses the status architecture schematic diagram;
Fig. 2 is the plan structure schematic diagram of Fig. 1 embodiment concreting device;
Fig. 3 is the main TV structure schematic diagram of Fig. 1 embodiment concreting device;
Fig. 4 is the vertical cross section structural representation of Fig. 1 embodiment concreting device;
Handle installation structure schematic diagram when Fig. 5 is the assembly unit of embodiment construction formwork;
Fig. 6 is the structural representation that the embodiment construction formwork is used for the handle strainer;
Fig. 7 is that the U-shaped construction formwork of embodiment uses the status architecture schematic diagram;
Fig. 8 is that the round construction formwork of embodiment uses the status architecture schematic diagram.
The specific embodiment
As Fig. 1-shown in Figure 4 be used to the concreting device of building 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 the concrete surface has crisscross strengthening rib strip, wherein the strengthening rib strip at main board edge has at least more than one waist through hole 6 respectively, and the middle part of construction formwork 4 has conical through-hole.The side of construction formwork 4 is 45 degree, and last bottom is 90 degree, and handle 1 locking of the adjacent side of four construction formworks 4 by passing waist through hole 6 formation one rectangle that links together is built device, is applicable to that tetragonal column builds.When needs increase the concreting height of devices, can increase corresponding construction formwork 4 at an end of construction formwork 4, construction formwork 4 also links together by handle 1 locking of passing waist through hole 6 up and down, referring to Fig. 5 and Fig. 6, the strengthening rib strip of described waist through hole 6 simultaneously has for the obliquity prominence platform 8 of handle 1 with 4 lockings of two construction formworks, handle 1 opens pine of beginning position in rotation, 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, last bottom is 90 degree, can make its junction increase contact area, is building the Shi Bulu slurry.Screw rod 3 passes the conical through-hole of relative two construction formworks 4 and have the stay pipe 5 of hollow cavity between two construction formwork 4, be positioned at the spiral shell dish 2 that has been threaded on the screw rod 3 in construction formwork 4 outsides, also has stiffening girder between construction formwork 4 and the spiral shell dish 2, the corresponding screw rod of stiffening girder 3 positions have through hole or the groove that passes through for screw rod 3, U-shaped groove for example, after screw rod passes 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, the pressure when making device can bear the 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 with construction formwork 4 and stiffening girder locking positioning after; put protective jacket 9 at the two ends of screw rod 3; protective jacket 9 have the 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 use, and protective jacket 9 has the internal thread that cooperates with screw rod 3.The conical through-hole of construction formwork 4 is bigger in the aperture of the one side that contacts with the concrete surface, and the two ends of stay pipe 5 are the pyramidal structure that cooperates with described bellmouth, when relative two construction formworks 4 are locked, 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, blocks with plug 7, and plug 7 is taper, and microcephaly's one end has a U-shaped groove, has certain elasticity, comes off after conveniently installing and preventing from installing.Because using handle 1 and screw rod spiral shell dish locking device, have all convenient advantages efficiently 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 is out of shape, and its length arranges as required, and this pipe is running stores, stays in the concrete after the construction and does not take out.
What in other embodiments, the concreting device can be for as shown in Figure 7 is U-shaped; Or circle as shown in Figure 8.
In other embodiments, adjacent two construction formworks shown in Figure 4 add the construction formwork of the formation new structure that is made of one man-hour, the both sides of each construction formwork form an angle, and column concreting 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 be selected to be formed by injection molding by the mixture of glass fibers of 10 ~ 15 parts of at least a polymer in polypropylene, polyethylene, ABS resin, Merlon or the polyamide of 80 ~ 90 parts of weight and weight, also can be other material.All can satisfy performance and the quality requirement of construction formwork.
Obviously, the invention is not restricted to above preferred embodiment, also can in the spirit of claims of the present invention and manual restriction, carry out conversion and the improvement of various ways, can solve same technical problem, and obtain the technique effect of expection, so do not repeat.Those of ordinary skill in the art can be from content disclosed by the invention directly or all schemes of associating, as long as within the spirit that claim limits, also belong to protection scope of the present invention.
Claims (8)
1. a construction formwork comprises main board and is positioned at the strengthening rib strip that described main board deviates from concrete surface one side, and it is characterized in that: the strengthening rib strip of described main board edge has some waist through hole (6), and the middle part of described main board has through hole.
2. construction formwork according to claim 1, it is characterized in that: described construction formwork is by at least a polymer in polypropylene, polyethylene, ABS resin, Merlon or the polyamide of 80 ~ 90 parts of weight, and the mixture of glass fibers that weight is 10 ~ 20 parts is formed by injection molding.
3. the concreting device of a claim 1 or 2 described construction formworks assemblings is characterized in that: have two construction formworks (4) at least; 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), adjacent two construction formworks (4) link together the screw rod (3) of relative two construction formworks (4) by passing described through hole by handle (1) locking of passing described waist through hole (6); 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) passes the hollow cavity of described stay pipe (5).
4. concreting device according to claim 3, it is characterized in that: the through hole of described construction formwork (4) is bellmouth, the two ends of described stay pipe (5) are the pyramidal structure that cooperates with described bellmouth.
5. concreting device according to claim 3, it is characterized in that: the strengthening rib strip of described waist through hole (6) simultaneously has at least one for the obliquity prominence platform (8) of handle (1) with described adjacent two construction formworks (4) locking, 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.
6. concreting device according to claim 3 is characterized in that: also have plug (7), block for the through hole that screw rod (3) will be installed.
7. concreting device according to claim 3, it is characterized in that: also have the stiffening girder that removably connects between described construction formwork (4) and the spiral shell dish (2), the corresponding screw rod (3) of described stiffening girder position has through hole or the groove that passes through for described screw rod (3).
8. concreting device according to claim 3 is characterized in that: also have the protective jacket (9) that removably connects with described screw rod (3) two ends.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310189591.7A CN103243903B (en) | 2013-05-21 | 2013-05-21 | A kind of concrete casting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310189591.7A CN103243903B (en) | 2013-05-21 | 2013-05-21 | A kind of concrete casting device |
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| Publication Number | Publication Date |
|---|---|
| CN103243903A true CN103243903A (en) | 2013-08-14 |
| CN103243903B CN103243903B (en) | 2016-04-06 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310189591.7A Expired - Fee Related CN103243903B (en) | 2013-05-21 | 2013-05-21 | A kind of concrete casting device |
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| CN (1) | CN103243903B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104775613A (en) * | 2015-04-24 | 2015-07-15 | 江苏程禾高科模板有限责任公司 | External corner reinforcing system for concrete pouring in building construction |
| CN104790654A (en) * | 2015-04-24 | 2015-07-22 | 江苏程禾高科模板有限责任公司 | Combined type plane building template structure |
| CN104790653A (en) * | 2015-04-24 | 2015-07-22 | 江苏程禾高科模板有限责任公司 | Composite material plane building formwork |
| CN107190970A (en) * | 2017-07-31 | 2017-09-22 | 广西路桥工程集团有限公司 | A kind of steel concrete shuttering for being easy to quick form removal |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| IT1315769B1 (en) * | 2000-12-13 | 2003-03-18 | E M As Srl | MODULAR ELEMENTS FOR THE FORMWORK REALIZATION |
| CN201704946U (en) * | 2010-04-23 | 2011-01-12 | 吴方伯 | Shear wall formwork for building |
| CN201786022U (en) * | 2010-09-01 | 2011-04-06 | 缪巍 | Plastic spliced and combined building beam template for casting |
| CN202299400U (en) * | 2011-08-11 | 2012-07-04 | 聂云龙 | Plastic combined type template for building construction |
| CN202689533U (en) * | 2012-05-23 | 2013-01-23 | 广州毅昌科技股份有限公司 | Modularized wall template supporting system |
-
2013
- 2013-05-21 CN CN201310189591.7A patent/CN103243903B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| IT1315769B1 (en) * | 2000-12-13 | 2003-03-18 | E M As Srl | MODULAR ELEMENTS FOR THE FORMWORK REALIZATION |
| CN201704946U (en) * | 2010-04-23 | 2011-01-12 | 吴方伯 | Shear wall formwork for building |
| CN201786022U (en) * | 2010-09-01 | 2011-04-06 | 缪巍 | Plastic spliced and combined building beam template for casting |
| CN202299400U (en) * | 2011-08-11 | 2012-07-04 | 聂云龙 | Plastic combined type template for building construction |
| CN202689533U (en) * | 2012-05-23 | 2013-01-23 | 广州毅昌科技股份有限公司 | Modularized wall template supporting system |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104775613A (en) * | 2015-04-24 | 2015-07-15 | 江苏程禾高科模板有限责任公司 | External corner reinforcing system for concrete pouring in building construction |
| CN104790654A (en) * | 2015-04-24 | 2015-07-22 | 江苏程禾高科模板有限责任公司 | Combined type plane building template structure |
| CN104790653A (en) * | 2015-04-24 | 2015-07-22 | 江苏程禾高科模板有限责任公司 | Composite material plane building formwork |
| CN104775613B (en) * | 2015-04-24 | 2017-05-17 | 江苏程禾高科模板有限责任公司 | External corner reinforcing system for concrete pouring in building construction |
| CN107190970A (en) * | 2017-07-31 | 2017-09-22 | 广西路桥工程集团有限公司 | A kind of steel concrete shuttering for being easy to quick form removal |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103243903B (en) | 2016-04-06 |
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Addressee: Zou Jinyu Document name: Notification that Application Deemed not to be Proposed Addressee: Zou Jinyu Document name: Approval notice for cost mitigation |
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Effective date of registration: 20151223 Address after: Xingsha industrial base of Hunan province 410199 Changsha City Economic and Technological Development Zone Kaiyuan Road No. 1318 building room 407 Applicant after: HUNAN PUYUN INTELLIGENT TECHNOLOGY CO., LTD. Address before: 410147, No. 188, No. three, Huanglong village, Huanghua Town, Huanghua Town, Changsha, Hunan, Changsha County Applicant before: Hunan Xinlong Plastic Technology Development Co., Ltd. |
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Granted publication date: 20160406 Termination date: 20210521 |