CN201962939U - Precise building template - Google Patents
Precise building template Download PDFInfo
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- CN201962939U CN201962939U CN2010206177873U CN201020617787U CN201962939U CN 201962939 U CN201962939 U CN 201962939U CN 2010206177873 U CN2010206177873 U CN 2010206177873U CN 201020617787 U CN201020617787 U CN 201020617787U CN 201962939 U CN201962939 U CN 201962939U
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Abstract
The utility model discloses an assembling precise building template system. A precise building template is provided with two face plates, wherein a connector is shaped on a splicing edge of adjacent spliced templates; from the cross section of the template, the connector comprises a clamping head bulged toward the adjacent template, an inward-sunk first clamp slot opposite to the bulged direction of the clamping head and a connecting mechanism combining the connectors of adjacent templates together; another clamping head also bulged towards the adjacent template is shaped on one side of the clamping head close to the first clamp slot, so that a second clamp slot is formed between the clamping head and the another clamping head through coordination; an inward-sunk third clamp slot opposite to the bulged direction of the clamping head is shaped on one side of the first clamp slot close to the face plates; and the clamping head is suitable for being embedded into the first clamp slot in a coupling manner, and the another clamping head is suitable for being embedded into the third clamp slot in a coupling manner, so that the outer surfaces of the face plates on the two sides of the adjacent templates are respectively on the same side and on the same plane. The building template can achieve arbitrariness in assembly and convenience in disassembly; and after assembly, joints are close and tight and the integrity is good.
Description
Technical field
The utility model relates to the building operations technical field, specifically relates to a kind of combinable accurate construction formwork system.
Background technology
In the prior art, Chinese patent literature CN2758370Y discloses a kind of plastic material construction formwork combination, this combination comprises moulds pallet, mould the system turning and mould the fabrication head, described outerplanar two sidepieces of moulding pallet are provided with ridge muscle longitudinally, describedly mould the template splicing that pallet is used for the linear pattern building sides, the described system turning of moulding is used for connecting the pallet of moulding that is positioned at the both sides, turning in the corner of described building sides, the described fabrication head of moulding is used to clamp adjacent two adjacent longitudinal ridge muscle that the outerplanar sidepiece of moulding pallet is provided with, thereby realizes moulding pallet and moulding the system turning and make up fixing what be stitched together.The above-mentioned pallet of moulding has overcome the wood materials construction formwork and is easy to meet water and deforms and influence the shortcoming of template splicing precision, has also overcome that steel construction formwork material heavily is not easy to move simultaneously, cost height and easily because the shortcoming of template depression or salient point influence splicing precision appears in collision.From connecting method, this technology only need be spliced the back and used and to mould a fabrication fastening and get final product, has avoided the wood materials construction formwork a plurality of iron nails to be set in all splice point, splices comparatively complicated problems of technique for fixing; But still there are the following problems for this technology: the first, the prior art has adopted connected mode between the template of common punching block, and promptly the ridge muscle that steps up moulding on the template fillet by dop is realized the connection between template.Usually, in use, the inseam place that contacts with pouring material between template is the place that stress is concentrated.From material property, punching block itself has enough rigidity, and thin thickness, thereby adopts such mode of stepping up can satisfy the requirement that steps up the intensity aspect.For the plastics masterplate, elasticity better is its characteristic that defective had that overcomes the steel masterplate; But make thus that also the rigidity of plastics is relatively poor, just need certain thickness to guarantee to satisfy requirement of strength, so just make the inseam place that the bite of dop is concentrated away from stress, its effect at the inseam place is weakened greatly, again because the yielding characteristic of elasticity of material itself, cause in use deforming at the inseam place, pouring material is increased greatly from the possibility that inseam oozes out.The second, the prior art all adopts the mode of vertical masonry joint butt joint moulding junction between the pallet, and this connecting method is taking place under the situation that pouring material oozes out, and will be difficult to control have a strong impact on the surperficial pouring quality of building thing.
The denomination of invention that the applicant submitted on July 12nd, 2010 is in the application for a patent for invention of " accurate construction formwork system ", a kind of combinable construction formwork that can solve the problems of the technologies described above is disclosed, have two panels and connect the reinforcing rib of two described panels, with the splicing limit of adjacent forms splicing on form connector, described connector comprises a dop that protrudes to adjacent forms from the cross section of described template; The draw-in groove that the protrusion direction of described relatively dop inwardly concaves; And the bindiny mechanism that the connector of adjacent described template is combined; Wherein said dop is suitable for coupling ground and embeds in the described draw-in groove, and makes the external surface of panel of both sides of adjacent forms in the same plane in the same side respectively.Wherein, described dop is the trapezoid cross section that end face is little, root is roomy, described draw-in groove is the trapezoid cross section that groove bottom is little, peristome is roomy, describedly trapezoidally close on a side waist limit of described panel and the surface of described panel is an angle of inclination, make described draw-in groove have a described dop of restriction along the projection that moves perpendicular to described panel surface direction closing on described panel one side thus.
Wherein, but described Building block template comprises corner fittings template and flat formwork, above-mentioned template is when splicing, the splicing back forms the planar section that builds up the flooring of type to be poured between flat formwork and the flat formwork, at the corner of adjacent two floorings, then by using the corner fittings template to realize that the corner of the planar section of adjacent two floorings connects.When construction formwork was spliced, last splice point all was the planar section that is positioned at flooring, and the flat formwork by foremost and last piece flat formwork last is connected the splicing that realizes whole construction formwork.To be pouredly need above-mentioned spliced construction formwork is removed after building up type, during dismounting for fear of applying and cause warpage to the flat formwork of contiguous concatenation along the power of template width, thereby general all the releasing by the power that applies length direction to template spliced, but in the prior art, along the template length direction, have two spacing points 9 (seeing shown in Fig. 1 (a)), because the position-limiting action of these two spacing points 9, make template be not easy to be removed splicing, so for the ease of installing and removing, general all the needs all cuts away above-mentioned two spacing points of one of them flat formwork of splicing place, so just can solve the problems of the technologies described above effectively; But the flat formwork after the above-mentioned processing of process is when next construction site uses, because spacing point is positioned at the panel outer surface (seeing shown in Fig. 1 (b)) of described flat formwork in above-mentioned two spacing points, on the one hand, make the external surface of template system breach occur after the excision, dop to the plane module that is adjacent splicing has lost the fastening effect, spacing point after another is cut then is to be positioned at the position that the draw-in groove with the adjacent plane module of its splicing plugs, the existence of this spacing point can be well to carrying out the support of inner strength with the adjacent plane module of its splicing, so the excision of this spacing point makes construction formwork after this place is stressed, inner more unstable support impacts the application of force stability of described construction formwork.
On the other hand, through excising the construction formwork that is stitched together behind above-mentioned two spacing points, because an end of its contact pouring material is the vertical masonry joint butt joint, pouring material is easy to enter vacancy 8 (seeing shown in Fig. 1 (b)) after cutting away via the vertical masonry joint joint like this, because pouring material has adhesiveness, build after moulding solidifies at pouring material, easily the template that is stitched together is further bondd, cause the dismounting difficulty of construction formwork like this.
The utility model content
First technical problem to be solved in the utility model is that construction formwork of the prior art can conveniently be removed after splicing, generally two spacing points need be excised, but when reusing through the flat formwork after the excision processing, can influence the application of force stability of construction formwork after the assembly unit, and then provide a kind of splicing of flat formwork for convenience back to remove, through still keeping the accurate construction formwork of building support for shuttering application of force stability after the assembly unit after the spacing some excision.
Second technical problem to be solved in the utility model is that construction formwork of the prior art can conveniently be removed after splicing, generally two spacing points need be excised, can between spliced construction formwork, form the vacancy like this, be the vertical masonry joint butt joint through spliced construction formwork at an end of contact pouring material in addition, pouring material is easy to enter the vacancy via this vertical masonry joint joint like this, build after moulding solidifies at pouring material, easily the template that is stitched together is further bondd, the dismounting difficulty that causes construction formwork like this is even and if then provide a kind of and will be spacing pouring material also can not occur after the some excision and do not enter the accurate construction formwork that construction formwork dismounting difficulty is strengthened in the vacancy via the vertical masonry joint joint.
For solving the problems of the technologies described above, the utility model provides a kind of combinable construction formwork, has two panels, with the splicing limit of adjacent forms splicing on form connector, described connector is from the cross section of described template, comprise a dop that protrudes to adjacent forms, first draw-in groove that inwardly concaves with respect to the protrusion direction of described dop, and the bindiny mechanism that the connector of adjacent described template is combined;
Side at close described first draw-in groove of described dop forms a dop that protrudes towards adjacent forms equally, forms second draw-in groove thereby cooperate between described dop and dop;
Form the 3rd draw-in groove that the protrusion direction with respect to described dop inwardly concaves at a side of the close panel of described first draw-in groove;
Described dop is suitable for coupling ground and embeds in described first draw-in groove, and described dop is suitable for coupling ground and embeds in described the 3rd draw-in groove, and makes the external surface of panel of both sides of adjacent forms in the same plane in the same side respectively.
Described first draw-in groove is identical with the shape of described second draw-in groove near the shape of a side of described the 3rd draw-in groove, is suitable for inserting in described second draw-in groove.
Described dop and dop are the trapezoid cross section that end face is little, root is roomy; Described first draw-in groove, second draw-in groove are the trapezoid cross section that groove bottom is little, peristome is roomy; Described first draw-in groove has a described dop of restriction along the projection that moves perpendicular to described panel surface direction in a side of contiguous described dop.
Described dop is in the same plane away from the external surface of side of described dop and panel.
Form stuck point on the transition face between described first draw-in groove and the described dop, at the cross section of described template, described stuck point be shaped as the stairstepping that described dop one side protrudes from described first draw-in groove, one side.
Described step-like ladder line be with described first draw-in groove away from the parallel line of a side of described dop.
Described stuck point equates with the distance of the described first draw-in groove bottom surface of distance apart from the distance of described dop end face.
The position of described stuck point correspondence is provided with the reinforcing rib that extends to described panel from the wall at described transition face place, is provided with the reinforcing rib that connects described two panels between described two panels.
The tapping screw gathering sill of the promising described tapping screw guiding of moulding in described reinforcing rib, described tapping screw gathering sill is for connecting the elongated slot of described reinforcing rib along described template length direction, and described elongated slot does not connect the wall at described panel and described transition face place.
Form the reinforcement containing hole in described template inside along described template length direction.
Described template is the flat formwork with symmetric shape cross section, and described reinforcement containing hole is put the centre that is arranged on this cross section middlely.
Technique scheme of the present utility model has the following advantages compared to existing technology,
(1) accurate construction formwork described in the utility model forms a dop 102 that protrudes towards adjacent forms equally at described dop 101 near a side of described first draw-in grooves, forms second draw-in groove thereby cooperate between above-mentioned two dops; Simultaneously, also form the 3rd draw-in groove that the protrusion direction with respect to described dop 101 inwardly concaves at a side of the close panel of described first draw-in groove; Described dop 102 is suitable for coupling ground and embeds in described first draw-in groove, and described dop is suitable for coupling ground and embeds in described the 3rd draw-in groove, and makes the external surface of panel of both sides of adjacent forms in the same plane in the same side respectively.
Above-mentioned accurate construction formwork is when splicing, when foremost flat formwork and last piece flat formwork carry out last fastening assembly unit, generally excise with the dop 102 of one of them template and by the bossing that forms between described first draw-in groove and the 3rd draw-in groove, its surface of construction formwork after assembly unit does not have breach like this, has guaranteed the fastening effect to the building block that is adjacent splicing.And a side of contact pouring material, when being subjected to the expansion squeezing action of pouring material,, make construction formwork still have good bearing because the supporting role of dop 101 is arranged, guaranteed the whole application of force stability of construction formwork; In addition, same because the existence of dop 101, after foremost flat formwork and last piece flat formwork carry out last fastening assembly unit, between the two after vertical masonry joint butt joint, must be through the crooked joint of dop 101, just can reach the vacancy after excision,, enter into the problem that the vacancy will adhere to through spliced construction formwork through the vertical masonry joint joint so avoided building pouring material in the process effectively because crooked joint has very big flow resistance.
In addition, further the external surface of the panel of the both sides of the described adjacent forms of qualification is in the same plane in the same side respectively, realized that further described construction formwork is being smooth near the surface of described slip casting one side, thereby guaranteed described planeness of building the building surface after the moulding.
(2) construction formwork described in the utility model, it is the trapezoid cross section that end face is little, root is roomy that described dop and dop are set; Described first draw-in groove, second draw-in groove are the trapezoid cross section that groove bottom is little, peristome is roomy; Described first draw-in groove has a described dop of restriction along the projection that moves perpendicular to described panel surface direction in a side of contiguous described dop.The above-mentioned setting guaranteed adjacent two construction formworks after realizing grafting, and described projection can move constraint to template in the surface direction perpendicular to described panel, thereby the construction formwork after having avoided pegging graft separates.
(3) construction formwork described in the utility model is arranged on the transition face between described first draw-in groove and the described dop and forms stuck point, at the cross section of described template, described stuck point be shaped as the stairstepping that described dop one side protrudes from described first draw-in groove, one side.Said structure setting has guaranteed that stuck point has been realized the dop that enters described first draw-in groove is carried out fastening after two adjacent described construction formworks are pegged graft, and has improved the stability of the back construction formwork of pegging graft on the whole; Especially after the construction formwork after pegging graft is carried out slip casting, inner slurry can have an extruding force along described template thickness direction to the template surface near described grout material in moulding, and construction formwork itself has described slip casting to the strength that retrains in the other direction, two modules that so above-mentioned two reciprocal power will be in inserting state more closely snap together, realized the carrying out along with slip casting, the grafting between the template is more tight and firm.
(4) construction formwork described in the utility model is provided with described stuck point and equates with distance apart from the described first draw-in groove bottom surface apart from the distance of described dop end face.Like this can be balanced at adjacent two construction formworks the stressed of back stuck point of pegging graft, be beneficial to the firm of back construction formwork of pegging graft, and realized the correspondence setting of described draw-in groove and dop, be convenient to the assembly unit between arbitrary template.
(5) accurate construction formwork described in the utility model also is provided with the tapping screw gathering sill of promising described tapping screw guiding, standard the has been set fastening path of described tapping screw after entering described construction formwork of described gathering sill, avoided tapping screw to tilt entering the construction formwork rear path, thereby can realize after the grafting between adjacent two construction formworks fastening better.
(6) accurate construction formwork described in the utility model forms the hole that is suitable for holding strengthening part in described inside modules along described template length direction, thereby can more be applicable to building moulding reinforcing by the intensity that strengthening part strengthens construction formwork itself is set.
Description of drawings
For the easier quilt of content of the present utility model is clearly understood, according to specific embodiment of the utility model also in conjunction with the accompanying drawings, the utility model is described in further detail, wherein below
Fig. 1 (a) is the cross sectional representation of construction formwork splicing structure in the prior art;
Fig. 1 (b) is the cross sectional representation after the construction formwork splicing structure cuts away spacing point in the prior art;
Fig. 2 is the cross sectional representation of flat formwork described in the utility model;
Fig. 3 is the cross sectional representation of accurate construction formwork splicing structure described in the utility model.
Reference numeral is expressed as among the figure: 1-panel, 101, the 102-dop, 103-second draw-in groove, 2-first draw-in groove, 3-the 3rd draw-in groove, 4-bindiny mechanism, 41-tapping screw gathering sill, 5-stuck point, 6-reinforcement containing hole, 7-connector, 8-vacancy, the spacing point of 9-.
The specific embodiment
Accurate construction formwork described in the utility model, as shown in Figure 2, described as we can see from the figure construction formwork has two panels 1 and is used to connect the reinforcing rib of two described panels 1, with the splicing limit of adjacent forms splicing on form connector 7, described connector is from the cross section of described template, comprise a dop 101 that protrudes to adjacent forms, first draw-in groove 2 that inwardly concaves with respect to the protrusion direction of described dop 101; Side at described dop 101 close described first draw-in grooves 2 forms a dop 102 that protrudes towards adjacent forms equally, forms second draw-in groove 103 thereby cooperate between described dop 101 and dop 102; Form the 3rd draw-in groove 3 that the protrusion direction with respect to described dop 101 inwardly concaves at a side of the close panel of described first draw-in groove 2; Described dop 102 can be suitable for coupling ground and embed in described first draw-in groove 2, and described dop 101 can be suitable for coupling ground and embed in described the 3rd draw-in groove, and makes the external surface of panel of both sides of adjacent forms in the same plane in the same side respectively.
Wherein, described dop 101 and dop 102 can select to be set to the trapezoid cross section that end face is little, root is roomy; Described first draw-in groove 2, second draw-in groove 103 are the trapezoid cross section that groove bottom is little, peristome is roomy.
It is identical with the shape of described second draw-in groove 103 near the shape of a side of described the 3rd draw-in groove 3 that described first draw-in groove 2 preferably is set, and is suitable for inserting in described second draw-in groove 103, so just can realize the spliced seamless state of construction formwork fully.
For the ease of making processing, it is in the same plane away from the external surface of side of described dop 102 and panel that described dop 101 preferably is set.
In order to guarantee the stability of construction formwork assembly unit, construction formwork described in the utility model also comprises bindiny mechanism 4, thereby by this bindiny mechanism the connector 7 of adjacent described template is combined.In the present embodiment, select described bindiny mechanism 4 to be tapping screw; Fastening by using tapping screw that the connector 7 of above-mentioned construction formwork after pegging graft is carried out, thus realized the stable grafting of described module on length and width both direction.
As embodiment that can conversion, in order further to improve the stability under loading of the construction formwork after assembly unit, also has a described dop 102 of restriction along the projection that moves perpendicular to described panel surface direction in a side of contiguous described dop 102 at described first draw-in groove 2.Setting for this projection, can select to be set on the transition face between described first draw-in groove 2 and the described dop 102, form stuck point 5, at the cross section of described template, described stuck point 5 be shaped as the stairstepping that described dop 102 1 sides protrude from described first draw-in groove, 2 one sides.
For the setting of above-mentioned stuck point 5, preferred described step-like ladder line be with described first draw-in groove 2 away from the parallel line of a side of described dop 102, when grafting, can realize that dop 102 successfully inserts first draw-in groove, 2 inside like this.More preferably described stuck point 5 equates with the distance of described first draw-in groove of distance 2 bottom surfaces apart from the distance of described dop 102 end faces.
In addition, in order further to strengthen the resistance to overturning of construction formwork, position that can also described stuck point 5 correspondences is provided with the reinforcing rib that extends to described panel 1 from the wall at described transition face place.For the perforation that guarantees bindiny mechanism 4 connects, the tapping screw gathering sill 41 of the promising described tapping screw guiding of moulding in described reinforcing rib, described tapping screw gathering sill 41 is for connecting the elongated slot of described reinforcing rib along described template length direction, described elongated slot does not connect the wall at described panel and described transition face place.
Form reinforcement containing hole 6 in described inside modules along described template length direction, the described reinforcement containing hole 6 of She Zhiing is a square opening in the present embodiment; The steel reinforcement of some strips can be set in the described reinforcement containing hole 6, can select to be provided with wooden reinforcement too, can certainly reserve the setting that any reinforcement is not carried out in this position, can realize the purpose of this utility model too.
Construction formwork described in the utility model is the flat formwork with cross section of symmetric shape, and described reinforcement containing hole 6 is put the centre that is arranged on this cross section middlely.
Accurate construction formwork described in the utility model in use, successively two adjacent described flat formworks are pegged graft, during grafting, the dop 102 of adjacent forms is inserted described first draw-in groove 2 inside, dop 101 is inserted described the 3rd draw-in groove 3 inside, one side of close described the 3rd draw-in groove 3 of described first draw-in groove 2 is suitable for inserting described second draw-in groove 103 inside, when the construction formwork of grafting least significant end, excise with the dop 102 of construction formwork and by the bossing that forms between described first draw-in groove 2 and the 3rd draw-in groove 3, and this template and template foremost pegged graft realize the assembly unit of construction formwork, and use tapping screw to carry out fastening to the connector of above-mentioned construction formwork after pegging graft, in fastening process, owing to be provided with the tapping screw gathering sill in described template inside, so it is fastening that described tapping screw can carry out under the guiding of gathering sill in carrying out fastening process, the fastening situation that misplaces can not occur.When building, one side of the construction formwork contact pouring material after assembly unit is when being subjected to the expansion squeezing action of pouring material, because the supporting role of dop 101 is arranged, make construction formwork still have good bearing, guaranteed the whole application of force stability of construction formwork; In addition, same because the existence of dop 101, after foremost flat formwork and last piece flat formwork carry out last fastening assembly unit, between the two after vertical masonry joint butt joint, must just can reach the vacancy after excision through the crooked joint of dop 101, because crooked joint has very big flow resistance, enter into the problem that the vacancy will adhere to through spliced construction formwork so avoided building pouring material in the process effectively through the vertical masonry joint joint, easily remove.
In order to improve the intensity of construction formwork after the above-mentioned assembly unit, can use tapping screw carry out fastening after, in described square reinforcement containing hole 6, insert strip steel reinforcement.
Obviously, the foregoing description only is for example clearly is described, and is not the qualification to embodiment.For those of ordinary skill in the field, can also make other changes in different forms on the basis of the above description, can be provided with more than one or the like such as described stuck point.Here need not also can't give exhaustive to all embodiments.And conspicuous variation of being extended out thus or change still are among the protection domain of the present utility model.
Claims (11)
1. accurate construction formwork, has two panels (1), with the splicing limit of adjacent forms splicing on form connector (7), described connector (7) is from the cross section of described template, comprise a dop (101) that protrudes to adjacent forms, first draw-in groove (2) that inwardly concaves with respect to the protrusion direction of described dop (101), and the bindiny mechanism (4) that the connector (7) of adjacent described template is combined;
It is characterized in that:
Side at close described first draw-in groove (2) of described dop (101) forms a dop (102) that protrudes towards adjacent forms equally, forms second draw-in groove (103) thereby cooperate between described dop (101) and dop (102);
Form the 3rd draw-in groove (3) that the protrusion direction with respect to described dop (101) inwardly concaves at a side of the close panel of described first draw-in groove (2);
Described dop (102) is suitable for coupling ground and embeds in described first draw-in groove (2), and described dop (101) is suitable for coupling ground and embeds in described the 3rd draw-in groove, and makes the external surface of panel of both sides of adjacent forms in the same plane in the same side respectively.
2. construction formwork according to claim 1 is characterized in that: described first draw-in groove (2) is identical with the shape of described second draw-in groove (103) near the shape of a side of described the 3rd draw-in groove (3), is suitable for inserting in described second draw-in groove (103).
3. construction formwork according to claim 1 and 2 is characterized in that: described dop (101) and dop (102) are the trapezoid cross section that end face is little, root is roomy; Described first draw-in groove (2), second draw-in groove (103) are the trapezoid cross section that groove bottom is little, peristome is roomy; Described first draw-in groove (2) has a described dop of restriction (102) along the projection that moves perpendicular to described panel surface direction in a side of contiguous described dop (102).
4. construction formwork according to claim 1 and 2 is characterized in that: described dop (101) is in the same plane away from the external surface of side of described dop (102) and panel.
5. construction formwork according to claim 3, it is characterized in that: form stuck point (5) on the transition face between described first draw-in groove (2) and the described dop (102), at the cross section of described template, described stuck point (5) be shaped as the stairstepping that described dop (102) one sides protrude from described first draw-in groove (2) one sides.
6. construction formwork according to claim 5 is characterized in that: described step-like ladder line is and a side parallel line of described first draw-in groove (2) away from described dop (102).
7. according to claim 5 or 6 described construction formworks, it is characterized in that: described stuck point (5) equates with the distance of distance described first draw-in groove (2) bottom surface apart from the distance of described dop (102) end face.
8. according to claim 5 or 6 described construction formworks, it is characterized in that: the position that described stuck point (5) is corresponding is provided with the reinforcing rib that extends to described panel (1) from the wall at described transition face place, is provided with the reinforcing rib that connects described two panels between described two panels.
9. construction formwork according to claim 8, it is characterized in that: the tapping screw gathering sill (41) of the promising described tapping screw guiding of moulding in described reinforcing rib, described tapping screw gathering sill (41) is for connecting the elongated slot of described reinforcing rib along described template length direction, described elongated slot does not connect the wall at described panel and described transition face place.
10. according to claim 1 or 2 or 5 or 6 or 9 described construction formworks, it is characterized in that: form reinforcement containing hole (6) along described template length direction in described template inside.
11. construction formwork according to claim 10 is characterized in that: described template is the flat formwork with symmetric shape cross section, and described reinforcement containing hole (6) is put the centre that is arranged on this cross section middlely.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206177873U CN201962939U (en) | 2010-11-22 | 2010-11-22 | Precise building template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206177873U CN201962939U (en) | 2010-11-22 | 2010-11-22 | Precise building template |
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| Publication Number | Publication Date |
|---|---|
| CN201962939U true CN201962939U (en) | 2011-09-07 |
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| CN2010206177873U Expired - Lifetime CN201962939U (en) | 2010-11-22 | 2010-11-22 | Precise building template |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105507578A (en) * | 2014-09-25 | 2016-04-20 | 能诚集团有限公司 | Tongue and groove connecting structure of building formwork |
| CN105507574A (en) * | 2014-09-25 | 2016-04-20 | 能诚集团有限公司 | Bearing formwork |
-
2010
- 2010-11-22 CN CN2010206177873U patent/CN201962939U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105507578A (en) * | 2014-09-25 | 2016-04-20 | 能诚集团有限公司 | Tongue and groove connecting structure of building formwork |
| CN105507574A (en) * | 2014-09-25 | 2016-04-20 | 能诚集团有限公司 | Bearing formwork |
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