CN108086671B - Combined building template - Google Patents
Combined building template Download PDFInfo
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- CN108086671B CN108086671B CN201810010267.7A CN201810010267A CN108086671B CN 108086671 B CN108086671 B CN 108086671B CN 201810010267 A CN201810010267 A CN 201810010267A CN 108086671 B CN108086671 B CN 108086671B
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- beam bottom
- sectional materials
- bottom die
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- 239000000463 material Substances 0.000 claims abstract description 94
- 239000002002 slurry Substances 0.000 claims description 13
- 238000000034 method Methods 0.000 claims description 7
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 8
- 238000005260 corrosion Methods 0.000 abstract description 8
- 230000007797 corrosion Effects 0.000 abstract description 8
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 abstract description 4
- 238000009415 formwork Methods 0.000 description 25
- 229910000838 Al alloy Inorganic materials 0.000 description 7
- 229910052782 aluminium Inorganic materials 0.000 description 4
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 4
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 2
- 235000017491 Bambusa tulda Nutrition 0.000 description 2
- 241001330002 Bambuseae Species 0.000 description 2
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000011425 bamboo Substances 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 241000221535 Pucciniales Species 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 238000010079 rubber tapping Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
A combined building template mainly comprises a frame and plates, wherein the frame mainly comprises a plurality of longitudinal sectional materials with the same shape and specification and a plurality of transverse sectional materials with the same shape and specification; the vertical wall surface of the longitudinal section bar is provided with a protruding bracket, a positioning guide rail parallel to the bracket is arranged between the bracket and the upper end surface of the longitudinal section bar, two corresponding sides of the plate are provided with grooves matched with the positioning guide rail, the plate can be quickly spliced into a template by inserting the plate into a square frame material consisting of two longitudinal section bars and two transverse section bars, the plate only needs to be pulled out from the longitudinal section bar along the positioning guide rail during the dismounting, so that the quick mounting and dismounting of the plate are realized, and the concrete surface after the dismounting is more smooth and beautiful; the plate is made of a material which has certain structural strength, can resist corrosion and accords with construction conditions of a building site, and the combined building template is not easy to rust and is more corrosion-resistant.
Description
Technical Field
The invention relates to a combined building template used in concrete pouring in a building site, belonging to the optimization technology of building templates.
Background
The commonly used formworks for concrete casting mainly comprise wood formworks, bamboo formworks, plastic formworks and steel formworks. The wood template and the bamboo template have the advantages of light weight, low strength, poor waterproof capability and low easy-to-damage reuse rate; the plastic template has the advantages of light weight, strong waterproof capability, low strength and poor easy deformation rigidity; the steel template has the advantages of good rigidity, high reusability, large weight and easy rusting.
In view of the current situation, a novel aluminum alloy frame template appears in the market, and the template is mainly formed by paving plates made of various materials on the surface of an aluminum alloy frame, can be manufactured into templates with various shapes and sizes according to design requirements, and can be quickly disassembled and assembled on a construction site. The aluminum alloy frame template has the advantages of light weight, good rigidity, strong waterproof capability and higher reuse rate, but the existing aluminum alloy frame template usually adopts screws or pins to fix plates on the aluminum alloy frame, and the installation or the disassembly is time-consuming and labor-consuming.
The patent document with the application number of 2014200559622 discloses a building template system, and the advantage is that utilize the connecting piece to carry out the high-speed joint to each part of constitution aluminum alloy frame, builds comparatively labour saving and time saving, and the building template can used repeatedly, and not enough is that panel fixes on aluminum alloy frame's surface through rivet pulling or self tapping connected mode, takes time and rusts easily, demolishs the back concrete surface and leaves the hole, neither pleasing to the eye nor level. In addition, the corrosion resistance of the aluminum template is poor, the aluminum template and concrete can generate chemical reaction when in contact, some elements in the concrete can seriously corrode metal, particularly the surface of aluminum, so that the reuse rate of the aluminum template is reduced, a release agent needs to be brushed on the template during use, and the cost is increased to influence the progress.
Therefore, a building template which is simpler to install, is not easy to rust and resist corrosion and has a smooth and attractive concrete surface after being dismantled is needed to be found.
Disclosure of Invention
The purpose of the invention is as follows: the building template is simpler to install, is not easy to rust and resist corrosion, and the surface of the concrete is smooth and attractive after the building template is dismantled.
The technical scheme of the invention is as follows: a combined building template mainly comprises a frame and plates, wherein the frame mainly comprises a plurality of longitudinal sectional materials with the same shape and specification and a plurality of transverse sectional materials with the same shape and specification; a protruding bracket is arranged on the vertical wall surface of the longitudinal section bar, and a positioning guide rail parallel to the bracket is arranged between the bracket and the upper end surface of the longitudinal section bar, so that a fixing groove is formed between the bracket and the positioning guide rail; grooves matched with the positioning guide rails are arranged on the end faces of the two sides of the joint of the plate and the longitudinal section; two inward-concave and mutually-parallel slurry seepage grooves are formed in the outer wall surface between the bracket and the lower end surface of the longitudinal section bar, and a boss is formed between the slurry seepage grooves; the slurry seepage groove penetrates through two ends of the longitudinal section; a reference groove which is sunken towards the inside of the boss and penetrates through two ends of the longitudinal section is arranged along the center line of the top wall of the boss; connecting holes are formed in the longitudinal section and the transverse section to realize the splicing of two adjacent templates; the method for arranging the connecting holes on the longitudinal section comprises the following steps: a plurality of connecting holes penetrating through the wall surface of the longitudinal section are formed in the longitudinal section along the reference groove, and the center points of the connecting holes are positioned on the reference groove; the connecting holes on the transverse sectional materials are also arranged by the same method; during assembly, two longitudinal profiles and two transverse profiles are combined into a square frame material, and then a plate is arranged on the square frame material to form a template; the templates with larger areas can be formed by splicing a plurality of templates transversely or longitudinally; two assembled square frame materials are put together, when two adjacent longitudinal sectional materials on the two square frame materials are needed to be assembled, the two longitudinal sectional materials are attached together by the outward wall surfaces, a gap is left between the slurry permeating groove and the lug boss of the two longitudinal sectional materials, a pin is inserted into corresponding connecting holes on the two longitudinal sectional materials, and the two longitudinal sectional materials are locked together by a wedge sheet.
The combined building template further comprises a plurality of beam bottom die sectional materials, wherein the beam bottom die sectional materials are composed of beam bottom die longitudinal sectional materials and beam bottom die transverse sectional materials which are vertically intersected to form a right angle, beam bottom die brackets are arranged on the outward wall surfaces of the beam bottom die longitudinal sectional materials, protruding beam bottom die positioning guide rails are arranged on the wall surfaces of the beam bottom die longitudinal sectional materials above the beam bottom die brackets, a beam bottom die fixing groove is formed between the beam bottom die brackets and the beam bottom die positioning guide rails, and the wall surfaces of the beam bottom die longitudinal sectional materials below the beam bottom die brackets and the outward wall surfaces of the beam bottom die transverse sectional materials are the same as the wall surfaces of the longitudinal sectional materials on the back surface below the longitudinal sectional materials in shape and structure; during assembly, the two beam bottom die sectional materials are oppositely arranged, a plate is inserted into the middle of the two beam bottom die sectional materials to form a beam bottom die, one side edges of two identical templates are respectively arranged on the two beam bottom die transverse sectional materials on the two sides of the beam bottom die, and the two beam bottom die transverse sectional materials are connected together.
One end of the pin is a nail cap protruding outwards, the other end of the pin is a cone, a locking hole is formed in the cone, and the wedge sheet is a conical plate matched with the locking hole.
One to three inwards-recessed anti-skidding grooves parallel to the longitudinal section bars are arranged on the wall surface of the bracket facing the positioning guide rail.
The shape and the size of the cross section of the transverse section bar are the same as those of the part of the longitudinal section bar below the bracket, and the top wall of the transverse section bar is provided with support arms extending out towards two sides.
An inward-sunken isosceles trapezoid groove is formed in the inner wall surface of the longitudinal section below the bracket, so that two goose-tail-shaped protruding edges are formed between two side edges of the isosceles trapezoid groove and the inner wall surface of the longitudinal section; the trapezoidal boss matched with the trapezoidal groove on the longitudinal section is arranged at the corresponding position of the inner wall surface of the transverse section, and when the transverse section pushes between two longitudinal sections from outside to inside, the trapezoidal boss can enter the trapezoidal groove for positioning.
Advantageous effects
The longitudinal section bars are provided with the positioning guide rails, the two corresponding sides of the plate are provided with the grooves matched with the positioning guide rails, the plate can be quickly spliced into a template by inserting the plate into a square frame material consisting of the two longitudinal section bars and the two transverse section bars, and the plate is only required to be pulled out from the longitudinal section bars along the positioning guide rails during dismantling, so that the plate is quickly installed and dismantled, and the concrete surface is smoother and more attractive after dismantling;
the plate is made of materials which have certain structural strength, can resist corrosion and meet construction conditions of construction sites, and the combined building template is not easy to rust and is more corrosion-resistant.
Drawings
FIG. 1 is a schematic diagram of the construction of a template of the present invention;
FIG. 2 is an exploded view of FIG. 1;
FIG. 3 is a schematic structural view of the square frame material of FIG. 1;
FIG. 4 is one embodiment of a longitudinal profile of the present invention;
FIG. 5 is one embodiment of a longitudinal profile of the present invention;
FIG. 6 is one embodiment of a longitudinal profile of the present invention;
FIG. 7 is one embodiment of a transverse profile of the present invention;
FIG. 8 is one embodiment of the beam bottom die profile of the present invention;
FIG. 9 is one embodiment of a beam bottom die of the present invention;
FIG. 10 is an embodiment of the present invention in which two forms are assembled with a bottom sill;
fig. 11 is a schematic perspective view of the beam bottom mold of fig. 10 after both ends are closed by two transverse profiles.
Detailed Description
As shown in fig. 1, 2, 3 and 7, a combined building template mainly comprises a frame and a plate 1, wherein the frame mainly comprises a plurality of longitudinal profiles 2 with the same shape and specification and a plurality of transverse profiles 3 with the same shape and specification; a protruding bracket 21 is provided on the vertical wall of the longitudinal profile 2. When the square frame is assembled, the two longitudinal profiles and the two transverse profiles are combined into a square frame material, and then the plate is arranged on the square frame material to form a template. By splicing a plurality of templates in the transverse direction or the longitudinal direction, a template with a larger area can be formed.
As shown in fig. 4 to 6, a positioning guide rail 22 parallel to the bracket is arranged between the bracket and the upper end surface of the longitudinal section bar, so that a fixing groove 23 is formed between the bracket and the positioning guide rail; grooves 11 matched with the positioning guide rails are arranged on the end faces of the two sides of the joint of the plate and the longitudinal section; placing two longitudinal sectional materials with the same length in an opposite mode, and sealing the open ends below the brackets on two sides of the longitudinal sectional materials by the two transverse sectional materials with the same length to form a square frame material; the grooves on the two sides of the plate 1 are respectively inserted into the positioning guide rails on the two longitudinal profiles of the square frame material, so that the upper end face of the plate and the upper end face of the longitudinal profile are positioned on the same plane, and the lower end face of the plate is seated on the wall surface of the bracket, thereby assembling the template. The length of the plate is the same as that of the longitudinal section.
The fixed slot inwards cave in, make the diapire of fixed slot be less than the vertical section bar wall of location guide rail top on vertical for panel inserts the back, leave the space between the diapire of panel and fixed slot, when inserting square frame material or pulling out from square frame material with panel, because leave the space between the diapire of panel and fixed slot, thereby effectively reduced the frictional force between panel and the fixed slot diapire, increase the thermal expansion space of panel, avoid leading to the template to warp because of temperature variation, make the inserting of panel and pull out all more laborsaving swift.
The shape of the positioning guide rail is selected according to the requirement, and the positioning guide rail can be matched with the groove on the plate. The cross-sectional shape of the positioning guide rail is generally square or triangular. If the rectangle is selected, the top of the rectangle is arc-shaped, so that the friction between the positioning guide rail and the plate can be effectively reduced, and the plate can be inserted or pulled out more easily.
The bottom surface of the fixing groove is a plane or a downward sunken arc surface.
Two inward-sunken mutually-parallel slurry seepage grooves 24 are formed in the outer wall surface between the bracket and the lower end surface of the longitudinal section bar, and a boss 25 is formed between the slurry seepage grooves; the slurry permeating grooves penetrate through two ends of the longitudinal sectional material.
The top wall of the boss is parallel to the outer wall surface of the longitudinal section bar, the top wall of the boss 25 is lower than the outer wall surface of the longitudinal section bar, two assembled square frame materials are put together, when two adjacent longitudinal section bars on the two square frame materials are needed to be spliced, the two outward wall surfaces of the longitudinal section bars are attached together, a gap is reserved between a slurry permeation groove and the boss of the two longitudinal section bars, a pin is inserted into corresponding connecting holes on the two longitudinal section bars, and the two longitudinal section bars are locked together by a wedge sheet. After the longitudinal section bars between the square frame materials of the two templates are spliced, a gap is reserved between the slurry permeating grooves and the bosses of the two templates, and a certain elastic space is reserved when the longitudinal section bars are locked by the pins, so that the two templates can be locked more tightly and are easier to disassemble.
A reference groove 26 which is sunken inwards and penetrates through two ends of the longitudinal section is arranged along the central line of the top wall of the boss. Because two adjacent formworks need to be spliced together, connecting holes need to be arranged on the longitudinal section bar and the transverse section bar to realize splicing. The method for arranging the connecting holes on the longitudinal section comprises the following steps: and a plurality of connecting holes penetrating through the wall surface of the longitudinal section are arranged on the longitudinal section along the reference groove, and the central points of the connecting holes are positioned on the reference groove. The connecting holes on the transverse section bar are also arranged by the same method.
When a plurality of templates are assembled together, two longitudinal sectional materials or transverse sectional materials can be assembled together only by inserting the pin into the connecting hole corresponding to the two adjacent longitudinal sectional materials or transverse sectional materials and then inserting the wedge piece into the locking hole at the tip part of the pin, so that the templates are assembled.
The shape of the wedge sheet is matched with the locking hole at the tip of the pin.
One end of the pin is a nail cap protruding outwards, the other end of the pin is a cone, a locking hole is formed in the cone, and the wedge sheet is a conical plate matched with the locking hole.
One to three inwards-recessed anti-skidding grooves parallel to the longitudinal section bars are arranged on the wall surface of the bracket facing the positioning guide rail.
As shown in fig. 7, the shape and size of the transverse section bar are the same as those of the longitudinal section bar under the corbel, and the top wall of the transverse section bar is provided with support arms extending towards two sides.
As shown in fig. 6, an inwardly recessed isosceles trapezoid groove is formed on the inner wall surface of the longitudinal section below the corbel, so that two sides of the isosceles trapezoid groove and the inner wall surface of the longitudinal section form two goose-tail-shaped protruding edges. The trapezoidal boss matched with the trapezoidal groove on the longitudinal section is arranged at the corresponding position of the inner wall surface of the transverse section, and when the transverse section pushes between two longitudinal sections from outside to inside, the trapezoidal boss can enter the trapezoidal groove for positioning.
As shown in fig. 8, the combined building formwork further includes a beam bottom formwork section bar 4, the beam bottom formwork section bar 4 is composed of a vertical beam bottom formwork longitudinal section bar 41 and a beam bottom formwork transverse section bar 42 which are vertically intersected to form a right angle, the outward wall surface of the beam bottom formwork longitudinal section bar is provided with a beam bottom formwork bracket 411, the vertical beam bottom formwork wall surface above the beam bottom formwork bracket is provided with a protruded beam bottom formwork positioning guide rail 412, so that a beam bottom formwork fixing groove is formed between the beam bottom formwork bracket and the beam bottom formwork positioning guide rail, and the vertical beam bottom formwork wall surface below the beam bottom formwork bracket and the outward wall surface of the beam bottom formwork transverse section bar are the same as the wall surface shape and the structure of the vertical section bar located on the back surface below the bracket 21 of the longitudinal.
As shown in fig. 9 to 10, the two beam bottom mold profiles are oppositely arranged, a plate is inserted between the two beam bottom mold profiles to form a beam bottom mold, and one side edges of two identical templates are respectively arranged on the two beam bottom mold transverse profiles on the two sides of the beam bottom mold to connect the two beam bottom mold transverse profiles together.
As shown in fig. 11, in order to reinforce the strength of the beam bottom mold, the two ends of the beam bottom mold are respectively inserted into the transverse profiles for fixation.
In order to strengthen the rigidity, a plurality of strengthening ribs can be arranged between the transverse profiles and/or between the longitudinal profiles and/or between the beam bottom die profiles according to the requirement.
In practical application, a frame structure is usually adopted in a building, after a frame of the building is built, when a wall needs to be built, a concrete pouring mode is usually adopted, before concrete pouring is carried out, a template for pouring needs to be assembled between two adjacent upright posts of the frame, and the assembling of the template is usually divided into five steps:
the method comprises the following steps that firstly, a frame is manufactured, two longitudinal sectional materials with the same length and two transverse sectional materials with the same length are selected, the two longitudinal sectional materials are oppositely arranged, the two transverse sectional materials are respectively placed at two ends of the two longitudinal sectional materials, the height of the transverse sectional materials is the same as the height from the lower end faces of the longitudinal sectional materials to a bracket, the transverse sectional materials are required to be embedded into the two ends of the longitudinal sectional materials, a superposed part is arranged between the two transverse sectional materials when the transverse sectional materials are embedded, the superposed part on the longitudinal sectional materials or the transverse sectional materials is required to be cut off, so that the transverse sectional materials can be completely embedded into the two ends of the longitudinal sectional materials to form a four-square frame, the superposed part on the transverse sectional materials is;
secondly, selecting a plate with the length same as that of the longitudinal section, wherein the width of the plate is required to enable the grooves on the two sides of the plate to be simultaneously inserted into the positioning guide rails on the two longitudinal sections on the fixed square frame;
thirdly, inserting a plate into the protruding position flanges on the two longitudinal sectional materials to form a template;
fourthly, repeating the first step to the third step to assemble a plurality of templates, then assembling the assembled templates together to form a larger template, and when assembling the templates together, locking the adjacent templates together by using pins and wedge sheets to form a template with a larger area;
and fifthly, clamping the two upright posts by two templates with the same area from two sides, forming a four-square frame with an upward opening between the two templates and the two upright posts, pouring concrete into the four-square frame, and removing the two templates after the concrete is solidified, thereby completing the construction of the wall between the two upright posts.
If a beam between two upright columns needs to be poured, the sixth step is needed, namely a beam bottom die is needed. As shown in fig. 10 and 11, after two formworks are fixed on two sides of two columns, a square frame with an upper opening and a lower opening is formed, the lower opening of the square frame is sealed by a beam bottom die, so that the square frame with the upward opening is formed, concrete is poured into the square frame, and after the formworks and the beam bottom die which are positioned on two sides are removed after the concrete is solidified, a beam positioned between the two columns is formed.
In the invention, the plate is not required to be riveted or screwed, so the assembly and the disassembly are quicker, and the plate is made of materials which have certain structural strength, can resist corrosion and water and meet the construction conditions of a construction site, such as a plastic plate or a wood-plastic plate, and the like, so the plate can not chemically react with concrete, the surface of the concrete after the disassembly is smooth, and the square formwork can be repeatedly used for many times.
When the combined building template is used, a release agent is not required to be coated on the template, so that the combined building template is time-saving, labor-saving and high in efficiency.
The above-mentioned embodiments are only used for illustrating the application of the present invention, and are not meant to be limiting, and those skilled in the art should make various changes or substitutions within the spirit of the present invention, and shall fall within the protection scope of the present invention.
Claims (6)
1. The utility model provides a modular building templates, mainly comprises frame and panel (1), its characterized in that: the frame mainly comprises a plurality of longitudinal sectional materials (2) with the same shape and specification and a plurality of transverse sectional materials (3) with the same shape and specification; a protruding bracket (21) is arranged on the vertical wall surface of the longitudinal section bar (2), and a positioning guide rail (22) parallel to the bracket is arranged between the bracket and the upper end surface of the longitudinal section bar, so that a fixing groove (23) is formed between the bracket and the positioning guide rail; grooves (11) matched with the positioning guide rails are arranged on the end faces of the two sides of the joint of the plate and the longitudinal section; two inward-sunken mutually-parallel slurry permeating grooves (24) are formed in the outer wall surface between the bracket and the lower end surface of the longitudinal section bar, and a boss (25) is formed between the slurry permeating grooves; the slurry seepage groove penetrates through two ends of the longitudinal section; a reference groove (26) which is sunken towards the inner part of the boss and penetrates through the two ends of the longitudinal section bar is arranged along the central line of the top wall of the boss; connecting holes are formed in the longitudinal section and the transverse section to realize the splicing of two adjacent templates; the method for arranging the connecting holes on the longitudinal section comprises the following steps: a plurality of connecting holes penetrating through the wall surface of the longitudinal section are formed in the longitudinal section along the reference groove, and the center points of the connecting holes are positioned on the reference groove; the connecting holes on the transverse sectional materials are also arranged by the same method; during assembly, two longitudinal profiles and two transverse profiles are combined into a square frame material, and then a plate is arranged on the square frame material to form a template; the templates with larger areas can be formed by splicing a plurality of templates transversely or longitudinally; two assembled square frame materials are put together, when two adjacent longitudinal sectional materials on the two square frame materials are needed to be assembled, the two longitudinal sectional materials are attached together by the outward wall surfaces, a gap is left between the slurry permeating groove and the lug boss of the two longitudinal sectional materials, a pin is inserted into corresponding connecting holes on the two longitudinal sectional materials, and the two longitudinal sectional materials are locked together by a wedge sheet.
2. The modular building template as recited in claim 1, further comprising: the combined building template further comprises a plurality of beam bottom die sectional materials (4), wherein the beam bottom die sectional materials (4) are composed of beam bottom die longitudinal sectional materials (41) and beam bottom die transverse sectional materials (42) which are vertically intersected to form a right angle, beam bottom die corbels (411) are arranged on the outward wall surfaces of the beam bottom die longitudinal sectional materials, and protruded beam bottom die positioning guide rails (412) are arranged on the wall surfaces of the beam bottom die longitudinal sectional materials above the beam bottom die corbels, so that a beam bottom die fixing groove is formed between the beam bottom die corbels and the beam bottom die positioning guide rails, and the wall surfaces of the beam bottom die longitudinal sectional materials below the beam bottom die corbels and the outward wall surfaces of the beam bottom die transverse sectional materials are the same as the wall surfaces of the longitudinal sectional materials on the back surface below the; during assembly, the two beam bottom die sectional materials are oppositely arranged, a plate is inserted into the middle of the two beam bottom die sectional materials to form a beam bottom die, one side edges of two identical templates are respectively arranged on the two beam bottom die transverse sectional materials on the two sides of the beam bottom die, and the two beam bottom die transverse sectional materials are connected together.
3. The modular building template as recited in claim 1, further comprising: one end of the pin is a nail cap protruding outwards, the other end of the pin is a cone, a locking hole is formed in the cone, and the wedge sheet is a conical plate matched with the locking hole.
4. The modular building template as recited in claim 1, further comprising: one to three inwards-recessed anti-skidding grooves parallel to the longitudinal section bars are arranged on the wall surface of the bracket facing the positioning guide rail.
5. The modular building template as recited in claim 1, further comprising: the shape and the size of the cross section of the transverse section bar are the same as those of the part of the longitudinal section bar below the bracket, and the top wall of the transverse section bar is provided with support arms extending out towards two sides.
6. The modular building template as recited in claim 1, further comprising: an inward-sunken isosceles trapezoid groove is formed in the inner wall surface of the longitudinal section below the bracket, so that two goose-tail-shaped protruding edges are formed between two side edges of the isosceles trapezoid groove and the inner wall surface of the longitudinal section; the trapezoidal boss matched with the trapezoidal groove on the longitudinal section is arranged at the corresponding position of the inner wall surface of the transverse section, and when the transverse section pushes between two longitudinal sections from outside to inside, the trapezoidal boss can enter the trapezoidal groove for positioning.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810010267.7A CN108086671B (en) | 2015-02-16 | 2015-02-16 | Combined building template |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810010267.7A CN108086671B (en) | 2015-02-16 | 2015-02-16 | Combined building template |
| CN201510085438.9A CN105986666B (en) | 2015-02-16 | 2015-02-16 | A kind of Combined type building template |
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| CN201510085438.9A Division CN105986666B (en) | 2015-02-16 | 2015-02-16 | A kind of Combined type building template |
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| CN108086671A CN108086671A (en) | 2018-05-29 |
| CN108086671B true CN108086671B (en) | 2020-04-14 |
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| CN201810010392.8A Pending CN108252508A (en) | 2015-02-16 | 2015-02-16 | A kind of building template and its application method |
| CN201810010267.7A Expired - Fee Related CN108086671B (en) | 2015-02-16 | 2015-02-16 | Combined building template |
| CN201510085438.9A Active CN105986666B (en) | 2015-02-16 | 2015-02-16 | A kind of Combined type building template |
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| CN110130460A (en) * | 2019-05-21 | 2019-08-16 | 杭州悦为科技有限公司 | The catch-basin construction method of the cast-in-place catch-basin erecting device of drawing and pulling type |
| DE202020100159U1 (en) * | 2020-01-13 | 2021-04-14 | Peri Gmbh | Frame formwork element and formwork system |
| CN113107189B (en) * | 2021-04-16 | 2023-01-03 | 山东华铝模板有限公司 | Aluminum template structure |
| CN113914615B (en) * | 2021-10-29 | 2023-02-07 | 中冶建工集团有限公司 | Concrete beam formwork capable of being used for assembling different beam heights |
| CN114737753B (en) * | 2022-05-10 | 2024-03-19 | 晟通科技集团有限公司 | Template connecting piece and beam template structure |
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| KR20110037593A (en) * | 2009-10-07 | 2011-04-13 | 대한콘스틸 주식회사 | Plywood installing structure of euroform |
| KR20110058364A (en) * | 2009-11-26 | 2011-06-01 | 김교훈 | Magnesium scaffold form and formwork system |
| KR20110096205A (en) * | 2010-02-22 | 2011-08-30 | 조승현 | Europorm for exchange of panel |
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- 2015-02-16 CN CN201810010267.7A patent/CN108086671B/en not_active Expired - Fee Related
- 2015-02-16 CN CN201510085438.9A patent/CN105986666B/en active Active
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Also Published As
| Publication number | Publication date |
|---|---|
| CN105986666A (en) | 2016-10-05 |
| CN105986666B (en) | 2018-02-02 |
| CN108252508A (en) | 2018-07-06 |
| CN108086671A (en) | 2018-05-29 |
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