CN204456837U - A kind of Combined type building template - Google Patents
A kind of Combined type building template Download PDFInfo
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- CN204456837U CN204456837U CN201520113837.7U CN201520113837U CN204456837U CN 204456837 U CN204456837 U CN 204456837U CN 201520113837 U CN201520113837 U CN 201520113837U CN 204456837 U CN204456837 U CN 204456837U
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- longitudinal profile
- beam bottom
- bottom board
- bracket
- sheet material
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Abstract
A kind of Combined type building template, primarily of framework and sheet material composition, described framework is primarily of the identical longitudinal profile of two strip specifications, horizontal section bar that two strip specifications are identical, beam bottom board section bar composition that two strip specifications are identical.Longitudinal profile arranges positioning guide rail, in the corresponding both sides of sheet material, the groove matched with positioning guide rail is set, just one piece of template can be pieced together rapidly by sheet material is inserted the four square frame material be made up of two longitudinal profiles and two horizontal section bars, sheet material is only needed to pull out from longitudinal profile along positioning guide rail during dismounting, thus achieve Fast Installation and the dismounting of sheet material, and after removing, concrete surface is more smooth attractive in appearance; Board selection has certain structural strength and can the corrosion-resistant and material meeting building site execution conditions make, and Combined type building template not easily gets rusty and more corrosion-resistant.
Description
Technical field
The Combined type building template that the utility model uses when relating to a kind of building site fluid concrete, belongs to the optimisation technique of construction formwork.
Background technology
The template that concrete casting generally uses, mainly contains wooden form, Bamboo Formwork, plastic template and steel form.The advantage of wooden form and Bamboo Formwork is lightweight, but intensity is lower, and waterproof ability is poor, and cracky repeat usage is lower; Plastic formwork advantage is that lightweight waterproof ability is comparatively strong, but intensity is lower and yielding rigidity is poor; Steel form advantage is that the good reusable rate of rigidity is high, but weight greatly and easily get rusty.
For above-mentioned present situation, now commercially there is a kind of novel aluminum alloy frame template, this class template is mainly covered with the sheet material of various material the surface of aluminum alloy frame paving, can need the template being made into various shape, size, can carry out quickly dismantled at the construction field (site) by design.The advantage of aluminum alloy frame template be lightweight, good rigidly, waterproof ability strong, repeat usage is higher, but existing aluminum alloy frame template adopts screw or pin to be fixed on aluminum alloy frame by sheet material usually, and installation or removal are all comparatively wasted time and energy.
Be disclose a kind of construction formwork system in the patent document of 2014200559622 at application number, advantage utilizes each parts of connector to composition aluminum alloy frame to connect fast, it is comparatively time saving and energy saving to build, construction formwork can be reused, deficiency is that sheet material is fixed on the surface of aluminum alloy frame by staking or self tapping connected mode, time-consuming and get rusty easily, after removing, hole is left, both unsightly also out-of-flatnesses in concrete surface.In addition, aluminum alloy pattern plate corrosion resistance is poor, aluminum dipping form contacts with concrete can there is chemical reaction, some elements in concrete are especially more serious to aluminium surface corrosion to metal, aluminum alloy pattern plate repeat usage is caused to reduce, and need brushing release agent in template when using, add cost impact progress.
Therefore, need to find a kind of installation and more simply not easily get rusty corrosion-resistant, and the smooth construction formwork attractive in appearance of concrete surface after removing.
Summary of the invention
The purpose of this utility model is to provide a kind of installation and more simply not easily gets rusty corrosion-resistant, and the smooth construction formwork attractive in appearance of concrete surface after removing.
The technical solution of the utility model is: a kind of Combined type building template, forms primarily of framework and sheet material 1, and described framework forms primarily of the identical longitudinal profile 2 of many strips specification, horizontal section bar 3 that many strips specification is identical; The corrosion-resistant waterproof of described board selection and meet building site execution conditions material make; The vertical walls of longitudinal profile 2 is provided with the bracket 21 of a projection, between bracket and the upper surface of longitudinal profile, is provided with a positioning guide rail 22 parallel with bracket, make to form a holddown groove 23 between bracket and positioning guide rail; The both sides end face that described sheet material engages with longitudinal profile is provided with the groove 11 matched with positioning guide rail; During assembling, put opposed for longitudinal profile identical for two length, the more horizontal section bar openend sealed below the bracket of longitudinal profile both sides identical for two length is formed four square frame material; The groove of sheet material 1 both sides is inserted the positioning guide rail on two longitudinal profiles of four square frame material respectively, makes the upper surface of sheet material and the upper surface of longitudinal profile is positioned at same plane, bracket is located in lower surface wall form one piece of template; Panel length for making one piece of template is identical with longitudinal profile length.
Described holddown groove caves inward, and makes the diapire of holddown groove in the vertical lower than the longitudinal profile wall above positioning guide rail, after sheet material is inserted, between sheet material and the diapire of holddown groove, leaves space.
Outside wall surface between bracket and the lower surface of longitudinal profile arranges two and caves inward and parallel to each other ooze stock tank 24, forms a boss 25 oozing between stock tank; The described two ends of oozing stock tank and running through longitudinal profile.
The roof of described boss is parallel with the outside wall surface of longitudinal profile, and the roof of boss 25 is lower than the outside wall surface of longitudinal profile.
Center line along boss roof arranges a baseline trough 26 running through longitudinal profile two ends to boss sunken inside.
On longitudinal profile, arrange multiple connecting hole running through longitudinal profile wall along baseline trough, the central point of described connecting hole is positioned on baseline trough; By pin being inserted connecting hole corresponding to two pieces of adjacent longitudinal profiles, then make two pieces of longitudinal profile splits together with carving sheet and inserting in the locking hole of pin tip; The described shape of carving sheet and the locking hole of pin tip match.
The wall of bracket towards positioning guide rail arranges one to three anti-slip tanks parallel with longitudinal profile that are that cave inward.
The shape and size of described horizontal transverse section of section material are identical with the part that longitudinal profile is positioned at below bracket, and the roof of horizontal section bar is provided with the support arm extended out to both sides.
Longitudinal profile internal face below bracket is arranged an isosceles trapezoid groove caved inward, make dovetail groove dual-side and longitudinal profile internal face form the lug, nib of two goose tail shapes; Arrange the trapezoid boss matched with the dovetail groove on longitudinal profile in the internal face relevant position of horizontal section bar, when horizontal section bar is in time advancing between two longitudinal profiles outside to inside, trapezoid boss can enter dovetail groove location.
Described Combined type building template also comprises many beam bottom board section bars 4, described beam bottom board 4 forms the beam bottom board longitudinal profile 41 at right angle by intersecting vertically and the horizontal section bar 42 of beam bottom board forms, described beam bottom board longitudinal profile wall is outwardly provided with beam bottom board bracket 411, beam bottom board longitudinal profile wall above beam bottom board bracket establishes bossed beam bottom board positioning guide rail 412, make between beam bottom board bracket and beam bottom board positioning guide rail, to form a beam bottom board holddown groove, the horizontal section bar of beam bottom board longitudinal profile wall below beam bottom board bracket and beam bottom board wall is outwardly identical with the wall configuration of longitudinal profile of bracket 21 lower backside and structure being positioned at longitudinal profile 2, during assembling, by two opposed placements of beam bottom board section bar, middle insert one block of sheet material and form one piece of beam bottom board, a lateral edges of two pieces of identical templates is placed on the horizontal section bars of two pieces of beam bottom boards of beam bottom board both sides respectively, they are linked together.
Beneficial effect
1, positioning guide rail is set on longitudinal profile, in the corresponding both sides of sheet material, the groove matched with positioning guide rail is set, just one piece of template can be pieced together rapidly by sheet material is inserted the four square frame material be made up of two longitudinal profiles and two horizontal section bars, sheet material is only needed to pull out from longitudinal profile along positioning guide rail during dismounting, thus achieve Fast Installation and the dismounting of sheet material, and after removing, concrete surface is more smooth attractive in appearance;
2, board selection has certain structural strength and can the corrosion-resistant and material meeting building site execution conditions make, and Combined type building template not easily gets rusty and more corrosion-resistant.
Accompanying drawing explanation
Fig. 1 is the structural representation of one piece of template of the present utility model;
Fig. 2 is the explosive view of Fig. 1;
Fig. 3 is the structural representation of four square frame material in Fig. 1;
Fig. 4 is an embodiment of longitudinal profile of the present utility model;
Fig. 5 is an embodiment of longitudinal profile of the present utility model;
Fig. 6 is an embodiment of longitudinal profile of the present utility model;
Fig. 7 is an embodiment of horizontal section bar of the present utility model;
Fig. 8 is an embodiment of beam bottom board section bar of the present utility model;
Fig. 9 is an embodiment of beam bottom board of the present utility model;
Figure 10 is the embodiment that two pieces of templates of the present utility model and one piece of beam bottom board are combined;
Figure 11 is the perspective view after being closed by the two blocks of horizontal section bars in the two ends of the beam bottom board in Figure 10.
Detailed description of the invention
As shown in Figure 1, Figure 2, shown in Fig. 3 and Fig. 7, a kind of Combined type building template, forms primarily of framework and sheet material 1, and described framework forms primarily of the identical longitudinal profile 2 of many strips specification, horizontal section bar 3 that many strips specification is identical; The vertical walls of longitudinal profile 2 is provided with the bracket 21 of a projection.During assembling, be combined into four square frame material by two longitudinal profiles and two horizontal section bars, then sheet material be placed in formation one piece of template on four square frame material.By the split in polylith template transverse direction or longitudinal direction, the larger template of area just can be formed.
As shown in Fig. 4 to Fig. 6, between bracket and the upper surface of longitudinal profile, be provided with a positioning guide rail 22 parallel with bracket, make to form a holddown groove 23 between bracket and positioning guide rail; The both sides end face that described sheet material engages with longitudinal profile is provided with the groove 11 matched with positioning guide rail; Put opposed for longitudinal profile identical for two length, the more horizontal section bar openend sealed below the bracket of longitudinal profile both sides identical for two length is formed four square frame material; The groove of sheet material 1 both sides is inserted the positioning guide rail on two longitudinal profiles of four square frame material respectively, and make the upper surface of sheet material and the upper surface of longitudinal profile be positioned at same plane, lower surface is located on the wall of bracket, thus is assembled into one piece of template.Described panel length is identical with longitudinal profile length.
Described holddown groove caves inward, make the diapire of holddown groove in the vertical lower than the longitudinal profile wall above positioning guide rail, after sheet material is inserted, space is left between sheet material and the diapire of holddown groove, when sheet material being inserted four square frame material or pulling out from four square frame material, owing to leaving space between sheet material and the diapire determining groove, thus the frictional force effectively reduced between sheet material and holddown groove diapire, increase the expansion room of sheet material, avoid because variations in temperature causes template deformation, make insertion and the pull-out all more Quick labor-saving of sheet material.
The shape of described positioning guide rail is selected as required, if with the groove fit on sheet material.The cross sectional shape of usual positioning guide rail adopts square or triangle.If select rectangle, make its top be circular arc, the friction that can effectively reduce between positioning guide rail and sheet material is few, sheet material is inserted or pulls out more laborsaving.
The bottom surface of described holddown groove is plane or the arc surface to lower recess.
Outside wall surface between bracket and the lower surface of longitudinal profile arranges two and caves inward and parallel to each other ooze stock tank 24, forms a boss 25 oozing between stock tank; The described two ends of oozing stock tank and running through longitudinal profile.
The roof of described boss is parallel with the outside wall surface of longitudinal profile, the roof of boss 25 is lower than the outside wall surface of longitudinal profile, two blocks of assembled four good square frame material are put together, when needing two longitudinal profile splits adjacent on two four square frame material, these two longitudinal profiles paste on wall is outwardly combined, leave space both oozing between stock tank and boss, then insert corresponding connecting hole on these two longitudinal profiles with pin, then with carving sheet, they are locked together.Leave space both oozing between stock tank and boss after longitudinal profile split between four square frame material of two pieces of templates, when locking with pin, there is certain elastic space, can two pieces of template locks be obtained tighter, also more easy during dismounting.
Center line along boss roof arranges a baseline trough 26 running through longitudinal profile two ends to boss sunken inside.Owing to needing by two adjacent template splits together, therefore, to need all to arrange some connecting holes to realize split on longitudinal profile and horizontal section bar.The method to set up of the connecting hole on longitudinal profile: arrange multiple connecting hole running through longitudinal profile wall along baseline trough on longitudinal profile, the central point of described connecting hole is positioned on baseline trough.Connecting hole on horizontal section bar also adopts the setting that uses the same method.
During by multiple template assembly together, only need by pin being inserted two pieces of adjacent longitudinal profiles or connecting hole corresponding to horizontal section bar, just can make two pieces of longitudinal profiles or horizontal section bar split together with carving sheet and inserting in the locking hole of pin tip again, thus realize the assembled of template.
The described shape of carving sheet and the locking hole of pin tip match.
Pin one end is the head of a nail outwardly, and the other end is cone, and cone is provided with a locking hole, and carving sheet is the conical plate mated with locking hole.
The wall of bracket towards positioning guide rail arranges one to three anti-slip tanks parallel with longitudinal profile that are that cave inward.
As shown in Figure 7, the shape and size of described horizontal section bar are identical with the part that longitudinal profile is positioned at below bracket, and the roof of horizontal section bar is provided with the support arm extended out to both sides.
As shown in Figure 6, the longitudinal profile internal face below bracket is arranged an isosceles trapezoid groove caved inward, make dovetail groove dual-side and longitudinal profile internal face form the lug, nib of two goose tail shapes.Arrange the trapezoid boss matched with the dovetail groove on longitudinal profile in the internal face relevant position of horizontal section bar, when horizontal section bar is in time advancing between two longitudinal profiles outside to inside, trapezoid boss can enter dovetail groove location.
As shown in Figure 8, described Combined type building template also comprises beam bottom board section bar 4, described beam bottom board section bar 4 forms the beam bottom board longitudinal profile 41 at right angle by intersecting vertically and the horizontal section bar 42 of beam bottom board forms, described beam bottom board longitudinal profile wall is outwardly provided with beam bottom board bracket 411, beam bottom board longitudinal profile wall above beam bottom board bracket establishes bossed beam bottom board positioning guide rail 412, make between beam bottom board bracket and beam bottom board positioning guide rail, to form a beam bottom board holddown groove, the horizontal section bar of beam bottom board longitudinal profile wall below beam bottom board bracket and beam bottom board wall is outwardly identical with the wall configuration of longitudinal profile of bracket 21 lower backside and structure being positioned at longitudinal profile 2.
As shown in Fig. 9 to Figure 10, two described opposed placements of beam bottom board section bar, middle insert one block of sheet material and form one piece of beam bottom board, a lateral edges of two pieces of identical templates is placed on the horizontal section bars of two pieces of beam bottom boards of beam bottom board both sides respectively, they are linked together.
As shown in figure 11, in order to the intensity of stiffening girder bed die, insert horizontal section bar at beam bottom board two ends more respectively and fix.
For strengthening rigidity, between horizontal section bar and/or between longitudinal profile and/or between beam bottom board section bar, can also some ribs be set as required.
In the application of reality, building adopts frame construction usually, after building up the framework of building, when needing to build a wall, the mode of usual employing pouring concrete, before carrying out pouring concrete, need the assembled template for pouring into a mould between two of framework adjacent columns, the assembled of this template is divided into five steps usually:
The first step, it is the making of framework, the horizontal section bar that the longitudinal profile selecting two length identical is identical with two length, by two opposed arrangements of longitudinal profile, two horizontal section bars are placed on respectively the two ends of two longitudinal profiles, the horizontal height of section bar is identical to the height of bracket with the lower surface of longitudinal profile, need the two ends horizontal section bar being embedded longitudinal profile, the position of coincidence is had between the two during embedding, need the coincidence position excision on longitudinal profile or horizontal section bar, four square frames are formed with the two ends enabling horizontal section bar embed longitudinal profile completely, coincidence position on the horizontal section bar of preferred excision, again horizontal section bar is welded on longitudinal profile and forms four square frames,
Second step, selects the length sheet material identical with longitudinal profile length, the positioning guide rail on two longitudinal profiles on the quadro frame that width will can enable the groove of sheet material both sides insert to fix simultaneously;
3rd step, inserts the prominent position bead on two longitudinal profiles by sheet material, form one piece of template;
4th step, repeat the above-mentioned first step to the 3rd step, assembled go out polylith template, then on demand these assembled templates are out bolted together mutually and form larger template, during by these template assemblies together, need with pin and carve sheet and adjacent template is locked together forms the larger template of area;
5th step, template identical for two pieces of areas is clamped two root posts from both sides, between two pieces of templates and two root posts, forms opening up four square frames, fluid concrete in four square frames, after it solidifies, remove two pieces of templates, just complete the construction of wall between two root posts.
If that need cast is Yi Tiaoliang between two root posts, carries out the 6th step with regard to also needing, namely also needing to use beam bottom board.As shown in Figure 10 and Figure 11, after two pieces of templates are fixed in two root post both sides, what formed is four square frames of a upper and lower opening, seal by the lower openings of beam bottom board by four square frames, just define four opening up square frames, fluid concrete in four square frames, after removing the template being positioned at both sides and beam bottom board, just defines the beam together between two root posts after it solidifies.
In the utility model, because sheet material does not need riveted joint or screw to fix, therefore assemble and remove all more quick, and due to board selection there is certain structural strength and can corrosion-resistant waterproof and meet building site execution conditions material make, such as plastic plate or wood mould plate etc., sheet material can not with concrete generation chemical reaction, after removing, concrete surface is comparatively smooth, and square mould bases can also repeatedly Reusability.
Adopt Combined type building template of the present utility model, do not need brushing release agent in template during use, time saving and energy saving efficiency is high.
Above-described embodiment is only used to interpretation purposes of the present utility model; and be not to restriction of the present utility model, those skilled in the art, in essential scope of the present utility model; make a variety of changes or substitute, also should belong to protection category of the present utility model.
Claims (10)
1. a Combined type building template, primarily of framework and sheet material (1) composition, described framework is primarily of the identical longitudinal profile (2) of many strips specification, horizontal section bar (3) composition that many strips specification is identical; The corrosion-resistant waterproof of described board selection and meet building site execution conditions material make; The vertical walls of longitudinal profile (2) is provided with the bracket (21) of a projection, between bracket and the upper surface of longitudinal profile, be provided with a positioning guide rail (22) parallel with bracket, make to form a holddown groove (23) between bracket and positioning guide rail; The both sides end face that described sheet material engages with longitudinal profile is provided with the groove (11) matched with positioning guide rail; During assembling, put opposed for longitudinal profile identical for two length, the more horizontal section bar openend sealed below the bracket of longitudinal profile both sides identical for two length is formed four square frame material; The groove of sheet material (1) both sides is inserted the positioning guide rail on two longitudinal profiles of four square frame material respectively, makes the upper surface of sheet material and the upper surface of longitudinal profile is positioned at same plane, bracket is located in lower surface wall form one piece of template; Panel length for making one piece of template is identical with longitudinal profile length.
2. Combined type building template according to claim 1, it is characterized in that: described holddown groove caves inward, make the diapire of holddown groove in the vertical lower than the longitudinal profile wall above positioning guide rail, after sheet material is inserted, between sheet material and the diapire of holddown groove, leave space.
3. Combined type building template according to claim 1, it is characterized in that: the outside wall surface between bracket and the lower surface of longitudinal profile arranges two and caves inward and parallel to each other ooze stock tank (24), form a boss (25) oozing between stock tank; The described two ends of oozing stock tank and running through longitudinal profile.
4. Combined type building template according to claim 3, is characterized in that: the roof of described boss is parallel with the outside wall surface of longitudinal profile, and the roof of boss (25) is lower than the outside wall surface of longitudinal profile.
5. Combined type building template according to claim 3, is characterized in that: the center line along boss roof arranges a baseline trough (26) running through longitudinal profile two ends to boss sunken inside.
6. Combined type building template according to claim 5, is characterized in that: on longitudinal profile, arrange multiple connecting hole running through longitudinal profile wall along baseline trough, and the central point of described connecting hole is positioned on baseline trough; By pin being inserted connecting hole corresponding to two pieces of adjacent longitudinal profiles, then make two pieces of longitudinal profile splits together with carving sheet and inserting in the locking hole of pin tip; The described shape of carving sheet and the locking hole of pin tip match.
7. Combined type building template according to claim 1, is characterized in that: on the wall of bracket towards positioning guide rail, arrange one to three anti-slip tanks parallel with longitudinal profile that are that cave inward.
8. Combined type building template according to claim 1, is characterized in that: the shape and size of described horizontal transverse section of section material are identical with the part that longitudinal profile is positioned at below bracket, and the roof of horizontal section bar is provided with the support arm extended out to both sides.
9. Combined type building template according to claim 1, is characterized in that: the longitudinal profile internal face below bracket is arranged an isosceles trapezoid groove caved inward, and makes dovetail groove dual-side and longitudinal profile internal face form the lug, nib of two goose tail shapes; Arrange the trapezoid boss matched with the dovetail groove on longitudinal profile in the internal face relevant position of horizontal section bar, when horizontal section bar is in time advancing between two longitudinal profiles outside to inside, trapezoid boss can enter dovetail groove location.
10. Combined type building template according to claim 1, it is characterized in that: described Combined type building template also comprises many beam bottom board section bars (4), described beam bottom board (4) forms the beam bottom board longitudinal profile (41) at right angle by intersecting vertically and the horizontal section bar (42) of beam bottom board forms, described beam bottom board longitudinal profile wall is outwardly provided with beam bottom board bracket (411), beam bottom board longitudinal profile wall above beam bottom board bracket establishes bossed beam bottom board positioning guide rail (412), make between beam bottom board bracket and beam bottom board positioning guide rail, to form a beam bottom board holddown groove, the horizontal section bar of beam bottom board longitudinal profile wall below beam bottom board bracket and beam bottom board wall outwardly be positioned at longitudinal profile (2) bracket (21) lower backside longitudinal profile wall configuration and structure is identical assemble time, during assembling, by two opposed placements of beam bottom board section bar, middle insert one block of sheet material and form one piece of beam bottom board, a lateral edges of two pieces of identical templates is placed on the horizontal section bars of two pieces of beam bottom boards of beam bottom board both sides respectively, they are linked together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520113837.7U CN204456837U (en) | 2015-02-16 | 2015-02-16 | A kind of Combined type building template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520113837.7U CN204456837U (en) | 2015-02-16 | 2015-02-16 | A kind of Combined type building template |
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| Publication Number | Publication Date |
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| CN204456837U true CN204456837U (en) | 2015-07-08 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520113837.7U Expired - Fee Related CN204456837U (en) | 2015-02-16 | 2015-02-16 | A kind of Combined type building template |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105986666A (en) * | 2015-02-16 | 2016-10-05 | 广州适新时金属制品有限公司 | Combined building template |
-
2015
- 2015-02-16 CN CN201520113837.7U patent/CN204456837U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105986666A (en) * | 2015-02-16 | 2016-10-05 | 广州适新时金属制品有限公司 | Combined building template |
| CN105986666B (en) * | 2015-02-16 | 2018-02-02 | 长乐市丽智产品设计有限公司 | A kind of Combined type building template |
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| C14 | Grant of patent or utility model | ||
| 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: 20150708 Termination date: 20160216 |