CN213143855U - Wall post template system for construction - Google Patents
Wall post template system for construction Download PDFInfo
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- CN213143855U CN213143855U CN202021141704.8U CN202021141704U CN213143855U CN 213143855 U CN213143855 U CN 213143855U CN 202021141704 U CN202021141704 U CN 202021141704U CN 213143855 U CN213143855 U CN 213143855U
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Abstract
The utility model provides a wall post template system for construction, include: the two wall column templates comprise a plurality of first vertical templates and second vertical templates, the first vertical templates are provided with a plurality of fixing holes, and the first vertical templates are spliced with the adjacent second vertical templates; the counter-pulling screws are inserted into the fixing holes, the counter-pulling screws at the same height form counter-pulling screw layers, back ridges are arranged on the outer surfaces of the wall column templates, nuts are arranged on the counter-pulling screws at the outer side ends of the back ridges in a rotating sleeve mode, and fastening between the counter-pulling screws and the back ridges is formed; and the upper end surface and the lower end surface of each wall column template are respectively connected with a connecting K plate. The system saves the using amount of pins, reduces the assembly cost, and ensures the rigidity and the strength of the wall column template by using the wall column template matched with the counter-pulling screw rod, the nut and the back ridge.
Description
Technical Field
The utility model belongs to the technical field of the aluminum mould board, specifically, relate to a wall post template system for construction.
Background
The aluminum templates are all named as aluminum alloy templates for buildings. The template system is a new generation of template system appearing after the log template and the steel template. The aluminum template is designed according to modulus, is extruded and molded by special equipment, and can be freely combined according to different structural sizes. The design, research and development and construction application of the aluminum template are one great development of the building industry. The application of the aluminum template system in the building industry improves the construction efficiency of building construction engineering, and greatly saves a lot of construction materials and manual arrangement.
The components of the aluminum template system need to be designed in a matching way according to the characteristics of floors, and the requirement on the capability of design technicians is high. About 80% of modules in the aluminum template system can be recycled in a plurality of projects, and the rest 20% of modules can be recycled in only one type of standard floors, so that the aluminum template system is suitable for super high-rise buildings or multi-storey buildings and villas with higher standardization degree.
In the existing aluminum diaphragm plate construction process, more pins are needed to be consumed for construction, installation and assembly of the wall column formwork, so that the construction cost is higher.
SUMMERY OF THE UTILITY MODEL
Therefore, the embodiment of the utility model provides a wall post template system for construction to solve the higher problem of current wall post template assembly cost.
In order to achieve the above object, the embodiment of the present invention provides the following technical solutions:
according to the utility model discloses the first aspect of the embodiment, a wall post template system for construction, the system includes: the wall column formwork comprises two wall column formworks, wherein the two wall column formworks are vertically arranged at intervals, each wall column formwork corresponds to one surface of a building wall, each wall column formwork comprises a plurality of first vertical formworks and a plurality of second vertical formworks which are sequentially and alternately arranged along the length direction of the wall, a plurality of fixing holes are formed in the surface of each first vertical formwork at intervals from top to bottom, the fixing holes in the two wall column formworks are arranged in a pairwise corresponding mode, the side edge of each first vertical formwork is attached to the side edge of the adjacent second vertical formwork, and the first vertical formwork and the adjacent second vertical formwork are spliced; the counter-pulling screws are respectively inserted into the two fixing holes correspondingly arranged on the two wall column templates, two ends of each counter-pulling screw are positioned outside the two wall column templates, the counter-pulling screws positioned at the same height form counter-pulling screw layers, the outer surfaces of the wall column templates above and below each counter-pulling screw layer are respectively provided with a back ridge along the length direction of the wall column template, and the nuts are rotatably sleeved at the outer side ends of the back ridges of the counter-pulling screws to form fastening between the counter-pulling screws and the back ridges; and the upper end surface and the lower end surface of each wall column template are respectively connected with a connecting K plate.
Furthermore, the first vertical template comprises a first bottom plate and two first side plates which are respectively connected to two long edges of the first bottom plate, the two first side plates are obliquely arranged, the two first side plates and the first bottom plate are matched to form a first groove body with an isosceles trapezoid-shaped cross section, two ends of the first groove body in the length direction are respectively connected with a first connecting baffle, a plurality of connecting holes are formed in the surface of the first connecting baffle at intervals, and a plurality of fixing holes are formed in the surface of the first bottom plate at intervals; the second vertical template comprises a second bottom plate and two second side plates which are respectively connected to two long edges of the second bottom plate, the two second side plates are obliquely arranged, the two second side plates and the second bottom plate are matched to form a second groove body with the cross section in an inverted isosceles trapezoid structure, two ends of the second groove body in the length direction are respectively connected with a second connecting baffle, a plurality of connecting through holes are formed in the surface of the second connecting baffle at intervals, the first side plate of the first vertical template is attached to the second side plate of the adjacent second vertical template to form splicing between the first vertical template and the adjacent second vertical template; the connecting holes and the connecting through holes are arranged at intervals along the length direction of the wall formwork; the connecting K plate is connected with the first connecting baffle through a connecting hole, and the connecting K plate is connected with the second connecting baffle through a connecting through hole.
Furthermore, a plurality of reinforcing ribs are convexly arranged on the inner surface of the first bottom plate at intervals, the plurality of reinforcing ribs are arranged at intervals from top to bottom along the height direction of the first bottom plate, and two ends of each reinforcing rib are respectively connected with the inner side faces of the two first side plates.
Further, the protruding stiffener that is equipped with in second bottom plate internal surface middle part, the vertical setting of stiffener, stiffener upper end and lower extreme are connected with second connection baffle respectively, the stiffener separates into two compartments that the parallel was arranged with the inboard space of second cell body, and every compartment inscription has a plurality of strengthening ribs, and is a plurality of the strengthening rib is arranged from top to bottom at interval.
Furthermore, the number of the connecting holes on each first connecting baffle is 2, and the number of the connecting through holes on each second connecting baffle is 10; the number of the connecting holes on each first connecting baffle is 4, and the number of the connecting holes on each second connecting baffle is 6.
Furthermore, in each wall column template, a middle vertical template is arranged between two adjacent first vertical templates positioned in the middle section, the middle vertical template is vertically arranged, the cross section of the middle vertical template is in an inverted isosceles trapezoid structure, and the upper end surface and the lower end surface of the middle vertical template are respectively provided with a plurality of connecting open holes at intervals; the connecting K plate is connected with the middle vertical template through the connecting opening.
Furthermore, the split screw rod between the nut and the back edge is sleeved with a gasket, and the nut is fastened with the back edge through the gasket.
Furthermore, a plurality of assembling holes are respectively formed in the end faces of the two sides of the connecting K plate in the length direction.
The beneficial effects of the utility model reside in that:
according to the wall column template system for building construction, the assembly mode of the wall column template is completed by sequentially splicing the first vertical template and the second vertical template, so that the assembly between two adjacent vertical templates through a plurality of pins in the existing wall column template is omitted, the use number of the pins is saved, the assembly cost is reduced, and the rigidity and the strength of the wall column template are ensured by matching the wall column template with the pull screw, the nut and the back ridge;
the isosceles trapezoid cross-section structure of the first vertical template and the inverted isosceles trapezoid cross-section structure of the second vertical template are jointed between the adjacent first vertical template and the second vertical template through matching of inclined edges between the isosceles trapezoids and the inverted isosceles trapezoids, so that the assembling strength between the first vertical template and the second vertical template is ensured;
the strength of the first vertical template can be enhanced by the design of the reinforcing rib in the first vertical template;
the strength of the second vertical template can be enhanced by the matching design of the reinforcing rods and the reinforcing ribs in the second vertical template.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below. It should be apparent that the drawings in the following description are merely exemplary, and that other embodiments can be derived from the drawings provided by those of ordinary skill in the art without inventive effort.
The structure, ratio, size and the like shown in the present specification are only used for matching with the content disclosed in the specification, so as to be known and read by people familiar with the technology, and are not used for limiting the limit conditions which can be implemented by the present invention, so that the present invention has no technical essential significance, and any structure modification, ratio relationship change or size adjustment should still fall within the scope which can be covered by the technical content disclosed by the present invention without affecting the efficacy and the achievable purpose of the present invention.
Fig. 1 is a schematic structural diagram of a wall column formwork system for building construction provided in embodiment 1 of the present invention;
FIG. 2 is a top view of FIG. 1;
FIG. 3 is a view taken along line A of FIG. 2;
fig. 4 is a schematic structural view of a first vertical formwork in a wall column formwork system for building construction provided in embodiment 1 of the present invention;
fig. 5 is a schematic structural view of a second vertical formwork in the wall column formwork system for building construction provided in embodiment 1 of the present invention;
fig. 6 is a schematic structural diagram of a wall column formwork system for building construction according to embodiment 2 of the present invention;
fig. 7 is a schematic structural view of a first vertical formwork in a wall column formwork system for building construction according to embodiment 2 of the present invention;
fig. 8 is a schematic structural view of a second vertical formwork in the wall column formwork system for building construction provided in embodiment 2 of the present invention;
in the figure, 1, a wall column formwork, 11, a first vertical formwork, 111, a first bottom plate, 112, a first side plate, 113, a first groove body, 114, a first connecting baffle, 115, a connecting hole, 116, a reinforcing rib, 12, a second vertical formwork, 121, a second bottom plate, 122, a second side plate, 123, a second groove body, 124, a second connecting baffle, 125, a connecting through hole, 126, a reinforcing rod, 127, a compartment, 128 and a reinforcing rib;
2. a split screw rod 21, a split screw rod layer 22, a nut 23 and a gasket;
3. back corrugation;
4. connecting the K plate 41 and the assembly hole;
5. a middle vertical template 51, a connecting opening;
100. a wall body.
Detailed Description
The present invention is described in terms of specific embodiments, and other advantages and benefits of the present invention will become apparent to those skilled in the art from the following disclosure. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In the present invention, the terms "upper", "lower", "left", "right", "middle", and the like are used for the sake of clarity only, and are not intended to limit the scope of the present invention, and changes or adjustments of the relative relationship thereof are also considered to be the scope of the present invention without substantial changes in the technical content.
Example 1
Referring to fig. 1 ~ 5, a wall post template system for construction, the system includes: the wall column formwork comprises two wall column formworks 1 which are vertically arranged at intervals, wherein each wall column formwork 1 corresponds to one surface of a building wall 100, each wall column formwork 1 comprises a plurality of first vertical formworks 11 and second vertical formworks 12 which are sequentially and alternately arranged along the length direction of the building wall 100, a plurality of fixing holes 13 are formed in the surface of each first vertical formwork 11 at intervals from top to bottom, the fixing holes 13 in the two wall column formworks 1 are correspondingly arranged in pairs, and the side edge of each first vertical formwork 11 is attached to the side edge of the adjacent second vertical formwork 12 to form splicing between the first vertical formwork 11 and the adjacent second vertical formwork 12; the split screw rods 2 are respectively inserted into two corresponding fixing holes 13 formed in the two wall column templates 1, two ends of each split screw rod 2 are located on the outer sides of the two wall column templates 1, the split screw rods 2 located at the same height form split screw rod layers 21, the outer surfaces of the wall column templates 1 above and below each split screw rod layer 21 are respectively provided with a back ridge 3 along the length direction of the wall column template 1, the split screw rods 2 are rotatably sleeved with nuts 22 at the outer side ends of the back ridges 3, and fastening between the split screw rods 2 and the back ridges 3 is formed; and the upper end surface and the lower end surface of each wall column template 1 are respectively connected with a connecting K plate 4.
Further, the first vertical template 11 includes a first bottom plate 111 and two first side plates 112 respectively connected to two long sides of the first bottom plate 111, the two first side plates 111 are arranged in an inclined manner, the two first side plates 112 and the first bottom plate 111 are matched to form a first groove 113 with an isosceles trapezoid cross section, two ends of the first groove 113 in the length direction are respectively connected with a first connecting baffle 114, a plurality of connecting holes 115 are formed in the surface of the first connecting baffle 114 at intervals, and a plurality of fixing holes 13 are formed in the surface of the first bottom plate 111 at intervals;
the second vertical template 12 comprises a second bottom plate 121 and two second side plates 122 connected to two long sides of the second bottom plate 121 respectively, the two second side plates 122 are arranged in an inclined manner, the two second side plates 122 and the second bottom plate 121 are matched to form a second groove body 123 with an inverted isosceles trapezoid cross section, two ends of the second groove body 123 in the length direction are connected with a second connecting baffle plate 124 respectively, a plurality of connecting through holes 125 are formed in the surface of the second connecting baffle plate 124 at intervals, the first side plate 112 of the first vertical template 11 is attached to the second side plate 122 of the adjacent second vertical template 12, and splicing between the first vertical template 11 and the adjacent second vertical template 12 is formed; the connecting holes 115 and the connecting through holes 125 are arranged at intervals along the length direction of the wall form 1; the connecting K plate 4 is connected to the first connecting barrier 114 through a connecting hole 115, and the connecting K plate 4 is connected to the second connecting barrier 124 through a connecting through hole 125.
Furthermore, a plurality of reinforcing ribs 116 are convexly arranged on the inner surface of the first bottom plate 111 at intervals, the plurality of reinforcing ribs 116 are arranged at intervals from top to bottom along the height direction of the first bottom plate 111, and two ends of each reinforcing rib 116 are respectively connected with the inner side surfaces of the two first side plates 112.
Further, a reinforcing rod 126 is convexly arranged in the middle of the inner surface of the second bottom plate 121, the reinforcing rod 126 is vertically arranged, the upper end and the lower end of the reinforcing rod 126 are respectively connected with the second connecting baffle 124, the reinforcing rod 126 divides the inner side space of the second groove body 123 into two compartments 127 which are arranged in parallel, a plurality of reinforcing ribs 128 are connected in each compartment 127, and the reinforcing ribs 128 are arranged at intervals from top to bottom.
Further, the number of the connection holes 115 on each of the first connection baffles 114 is 2, and the number of the connection through holes 125 on each of the second connection baffles 124 is 10.
Furthermore, in each wall column template 1, a middle vertical template 5 is arranged between two adjacent first vertical templates 11 positioned in the middle section, the middle vertical template 5 is vertically arranged, the cross section of the middle vertical template 5 is in an inverted isosceles trapezoid structure, and the upper end surface and the lower end surface of the middle vertical template 5 are respectively provided with a plurality of connecting open holes 51 at intervals; the connecting K-plate 4 is connected to the intermediate vertical formwork 5 via a connecting opening 51.
Furthermore, a gasket 23 is sleeved on the opposite-pulling screw rod 2 between the nut 22 and the back edge 3, and the nut 22 is fastened with the back edge 3 through the gasket 23.
Furthermore, a plurality of assembling holes 41 are respectively formed on the end surfaces of the two sides of the connecting K plate 4 in the length direction.
According to the wall column template system for building construction, the assembly mode of the wall column template is completed by sequentially splicing the first vertical template 11 and the second vertical template 12, the assembly of two adjacent vertical templates through a plurality of pins in the existing wall column template is omitted, the number of the pins is saved, the assembly cost is reduced, and the rigidity and the strength of the wall column template are ensured by matching the wall column template with the pull screw, the nut and the back ridge;
the isosceles trapezoid cross-section structure of the first vertical template 11 and the inverted isosceles trapezoid cross-section structure of the second vertical template 12 are fit by the inclined sides of the isosceles trapezoid and the inverted isosceles trapezoid between the adjacent first vertical template 11 and the second vertical template 12, so that the assembly strength between the first vertical template 11 and the second vertical template 12 is ensured;
the design of the reinforcing rib 116 in the first vertical template 11 can enhance the strength of the first vertical template 11;
the strength of the second vertical formwork 12 can be enhanced by the matching design of the reinforcing rods 126 and the reinforcing ribs 128 in the second vertical formwork 12.
Example 2
Referring to fig. 6 to 8, the number of the connection holes 115 on each first connection baffle 114 is 4, and the number of the connection through holes 125 on each second connection baffle 124 is 6.
The number of the connecting holes 115 on the first connecting baffle plate 114 and the number of the connecting through holes 125 on the second connecting baffle plate 124 are changed, so that the assembling method can be adapted to the assembling of wall column templates with different specifications, and the application range is expanded.
The rest is the same as example 1.
It should be noted that the above embodiments are only used for illustrating the technical solutions of the present invention and are not limited. Although the present invention has been described in detail with reference to the preferred embodiments, those skilled in the art will appreciate that various modifications and equivalent arrangements can be made without departing from the scope of the present invention, which is intended to be covered by the appended claims.
Claims (8)
1. A wall stud formwork system for building construction, the system comprising:
the wall column formwork comprises two wall column formworks, wherein the two wall column formworks are vertically arranged at intervals, each wall column formwork corresponds to one surface of a building wall, each wall column formwork comprises a plurality of first vertical formworks and a plurality of second vertical formworks which are sequentially and alternately arranged along the length direction of the wall, a plurality of fixing holes are formed in the surface of each first vertical formwork at intervals from top to bottom, the fixing holes in the two wall column formworks are arranged in a pairwise corresponding mode, the side edge of each first vertical formwork is attached to the side edge of the adjacent second vertical formwork, and the first vertical formwork and the adjacent second vertical formwork are spliced;
the counter-pulling screws are respectively inserted into the two fixing holes correspondingly arranged on the two wall column templates, two ends of each counter-pulling screw are positioned outside the two wall column templates, the counter-pulling screws positioned at the same height form counter-pulling screw layers, the outer surfaces of the wall column templates above and below each counter-pulling screw layer are respectively provided with a back ridge along the length direction of the wall column template, and the nuts are rotatably sleeved at the outer side ends of the back ridges of the counter-pulling screws to form fastening between the counter-pulling screws and the back ridges;
and the upper end surface and the lower end surface of each wall column template are respectively connected with a connecting K plate.
2. The wall column formwork system for building construction according to claim 1, wherein the first vertical formwork comprises a first bottom plate and two first side plates respectively connected to two long sides of the first bottom plate, the two first side plates are obliquely arranged, the two first side plates and the first bottom plate are matched to form a first groove body with an isosceles trapezoid-shaped cross section, two ends of the first groove body in the length direction are respectively connected with a first connecting baffle, a plurality of connecting holes are formed in the surface of the first connecting baffle at intervals, and a plurality of fixing holes are formed in the surface of the first bottom plate at intervals;
the second vertical template comprises a second bottom plate and two second side plates which are respectively connected to two long edges of the second bottom plate, the two second side plates are obliquely arranged, the two second side plates and the second bottom plate are matched to form a second groove body with the cross section in an inverted isosceles trapezoid structure, two ends of the second groove body in the length direction are respectively connected with a second connecting baffle, a plurality of connecting through holes are formed in the surface of the second connecting baffle at intervals, the first side plate of the first vertical template is attached to the second side plate of the adjacent second vertical template to form splicing between the first vertical template and the adjacent second vertical template;
the connecting holes and the connecting through holes are arranged at intervals along the length direction of the wall formwork;
the connecting K plate is connected with the first connecting baffle through a connecting hole, and the connecting K plate is connected with the second connecting baffle through a connecting through hole.
3. A wall column formwork system for building construction according to claim 2, wherein a plurality of reinforcing ribs are protruded from the inner surface of the first bottom plate at intervals, the plurality of reinforcing ribs are arranged at intervals from top to bottom along the height direction of the first bottom plate, and both ends of the reinforcing ribs are respectively connected with the inner side surfaces of the two first side plates.
4. The wall column formwork system for building construction according to claim 2, wherein a reinforcing rod is convexly arranged in the middle of the inner surface of the second bottom plate, the reinforcing rod is vertically arranged, the upper end and the lower end of the reinforcing rod are respectively connected with the second connecting baffle, the reinforcing rod divides the inner side space of the second groove body into two compartments which are arranged in parallel, a plurality of reinforcing ribs are connected in each compartment, and the plurality of reinforcing ribs are arranged at intervals from top to bottom.
5. The wall column formwork system for construction according to claim 2, wherein the number of the connecting holes of each of the first connecting barriers is 2, and the number of the connecting holes of each of the second connecting barriers is 10;
the number of the connecting holes on each first connecting baffle is 4, and the number of the connecting holes on each second connecting baffle is 6.
6. The wall column formwork system for building construction according to claim 2, wherein in each wall column formwork, a middle vertical formwork is arranged between two adjacent first vertical formworks located in the middle section, the middle vertical formwork is vertically arranged, the cross section of the middle vertical formwork is in an inverted isosceles trapezoid structure, and a plurality of connecting openings are respectively formed in the upper end surface and the lower end surface of the middle vertical formwork at intervals; the connecting K plate is connected with the middle vertical template through the connecting opening.
7. A wall column formwork system for building construction according to claim 1, wherein a gasket is sleeved on the split screw rod between the nut and the back ridge, and the nut is fastened with the back ridge through the gasket.
8. The wall column formwork system for building construction according to claim 1, 2 or 6, wherein a plurality of assembling holes are respectively formed on both end surfaces of the connecting K plate in the length direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021141704.8U CN213143855U (en) | 2020-06-16 | 2020-06-16 | Wall post template system for construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021141704.8U CN213143855U (en) | 2020-06-16 | 2020-06-16 | Wall post template system for construction |
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| Publication Number | Publication Date |
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| CN213143855U true CN213143855U (en) | 2021-05-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021141704.8U Active CN213143855U (en) | 2020-06-16 | 2020-06-16 | Wall post template system for construction |
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| CN (1) | CN213143855U (en) |
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- 2020-06-16 CN CN202021141704.8U patent/CN213143855U/en active Active
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