CN211775067U - Composite template for building - Google Patents
Composite template for building Download PDFInfo
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- CN211775067U CN211775067U CN202020081745.6U CN202020081745U CN211775067U CN 211775067 U CN211775067 U CN 211775067U CN 202020081745 U CN202020081745 U CN 202020081745U CN 211775067 U CN211775067 U CN 211775067U
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Abstract
The utility model relates to a compound template for building, which comprises a substrate, be equipped with a plurality of bellied rib grooves on the face of base plate one side, rib groove sets up and is formed with compound basic unit by base plate one end to other end interval distribution along the length direction of base plate, through paining the mortar on the face of base plate opposite side, compound basic unit is the anti mortar mixing layer that splits of waterproof corrosion resistant, perhaps by waterproof mortar layer, corrosion resistant mortar layer and anti mortar layer constitute, waterproof mortar layer, corrosion resistant mortar layer and anti mortar layer set gradually by one side to the opposite side that is close to the base plate, and be equipped with between the two adjacent mortar layers and strengthen net cloth, the compound basic unit outside is equipped with the decorative layer. The utility model discloses regard as the substrate with the base plate, can form compound template through setting up compound basic unit in base plate one side, convenient to use can be at direct one shot forming after pouring the construction, need not the secondary construction, and the reduction of erection time raises the efficiency, and guarantees construction quality.
Description
Technical Field
The utility model belongs to the technical field of the construction, concretely relates to compound template for building.
Background
The cast-in-place reinforced concrete shear wall construction is generally divided into a plurality of sub-projects such as a reinforcing bar project, a template project, a concrete project and the like, and the construction is performed in sequence by various professional workers, so that the defects of high labor consumption, long construction period, more field operations, more construction wastes and the like exist. In recent years, novel templates such as aluminum alloy templates, steel frame wood templates and the like continuously appear, the construction efficiency is improved to a certain extent, the template loss is reduced, but the problem of building industrialization of cast-in-place concrete is still not solved, the construction efficiency is still not high, particularly, during the construction and construction of the existing wall body, the outermost layer of the wall body formed after one-time construction is the exposed template outer side, then, according to needs, waterproof, anticorrosion, decoration treatment and the like are needed to be carried out on the outer side of the template, the construction and construction of the whole wall body can be completed, secondary construction is needed, the operation process is complex, the construction steps and the construction difficulty are increased, the construction efficiency is greatly reduced, the required construction period is long, the construction of a building system and the economic benefit of a construction enterprise are not facilitated, and improvement is needed.
SUMMERY OF THE UTILITY MODEL
In view of this, the utility model aims at providing a compound template for building utilizes the base plate as the substrate, can form compound template through setting up compound basic unit in base plate one side, and convenient to use can be directly one shot forming after pouring the construction, need not the secondary construction, and the reduction of erection time raises the efficiency, guarantees construction quality to solve above-mentioned problem.
In order to achieve the above object, the utility model adopts the following technical scheme: the utility model provides a compound template for building, includes the base plate, be equipped with a plurality of bellied rib strengthening grooves on the face of base plate one side, rib strengthening groove sets up and is followed the width direction of base plate by base plate one end to other end interval distribution along the length direction of base plate, be formed with compound basic unit through paining the mortar on the face of base plate opposite side.
Preferably, a reinforcing rib plate is arranged between every two adjacent reinforcing rib grooves, and the reinforcing rib plate is arranged along the length direction of the base plate and is provided with a plurality of first connecting holes.
Preferably, the reinforcing rib grooves and the reinforcing rib plates are integrally formed with the base plate, each reinforcing rib groove is composed of two groups of first right-angle trapezoidal rib grooves located at two ends of the base plate and two groups of first isosceles trapezoidal rib grooves located in the middle of the base plate, the ends, at which the lower bottoms of the first right-angle trapezoidal rib grooves and the first isosceles trapezoidal rib grooves are located, are the ends, close to the base plate, of the first right-angle trapezoidal rib grooves, the ends, at which the right-angle sides of the first right-angle trapezoidal rib grooves are located, face the outside of the base plate, and the first right-angle trapezoidal rib grooves are provided with the first connecting holes.
Preferably, the width of each reinforcing rib plate is 0.5cm, the height of each reinforcing rib plate is 3cm, and the distance between each reinforcing rib plate and the adjacent reinforcing rib groove is 10 cm; the first isosceles trapezoid rib groove in the reinforcing rib grooves is 3cm long at the lower bottom, 1.5cm long at the upper bottom and 3cm high; the height of the first right-angle trapezoidal rib groove is the same as that of the first isosceles trapezoidal rib groove, and the upper bottom and the lower bottom of the first right-angle trapezoidal rib groove are both half of the first isosceles trapezoidal rib groove; the aperture of the first connecting holes is 1.5cm, and the first connecting holes penetrate through the reinforcing rib plates and the side walls of the first right-angle trapezoid rib grooves and are uniformly distributed at intervals in the length direction of the corresponding rib plates and rib grooves at adjacent intervals of 5 cm.
Preferably, the composite base layer is a waterproof corrosion-resistant anti-crack mortar mixing layer or consists of a waterproof mortar layer, a corrosion-resistant mortar layer and an anti-crack mortar layer, the waterproof mortar layer, the corrosion-resistant mortar layer and the anti-crack mortar layer are sequentially arranged from one side close to the substrate to the other side, and reinforcing gridding cloth is arranged between every two adjacent mortar layers.
Preferably, the composite base layer is provided with a decorative layer on the outer side, the decorative layer is a colorful decorative mortar layer or consists of a bonding mortar layer and a decorative panel layer, and the bonding mortar layer and the decorative panel layer are sequentially arranged from one side close to the composite base layer to the other side.
Preferably, the thicknesses of the composite base layer and the decorative layer are both 1cm, and in the width direction of the substrate, the decorative layer and the composite base layer are staggered by a certain width to form an inner connecting section and an outer connecting section for splicing two adjacent templates.
Preferably, the strengthening rib groove comprises two sets of second right-angle trapezoid rib grooves at two ends of the substrate and three sets of second isosceles trapezoid rib grooves at the middle part of the substrate, the second right-angle trapezoid rib grooves and the second isosceles trapezoid rib grooves are integrally formed with the substrate and provided with a plurality of second connecting holes and a plurality of third connecting holes, the lower bottom ends of the second right-angle trapezoid rib grooves and the second isosceles trapezoid rib grooves are both one ends close to the substrate and provided with openings, and the right-angle sides of the second right-angle trapezoid rib grooves face the outside of the substrate.
Preferably, the length of the lower bottom of each second isosceles trapezoid rib groove is 3cm, the length of the upper bottom of each second isosceles trapezoid rib groove is 2cm, the height of each second isosceles trapezoid rib groove is 3cm, and the distance between every two adjacent second isosceles trapezoid rib grooves is 10 cm; the height of the second right-angle trapezoidal rib groove is the same as that of the second isosceles trapezoidal rib groove, the upper bottom and the lower bottom of the second right-angle trapezoidal rib groove are both half of the second isosceles trapezoidal rib groove, and the distance between the second right-angle trapezoidal rib groove and the adjacent second isosceles trapezoidal rib groove is 20 cm; the aperture of second connecting hole is 0.9cm, the aperture of third connecting hole is 0.5cm, second, third connecting hole all run through the lateral wall setting of corresponding rib groove and use 10 cm's adjacent interval along the length direction of corresponding rib groove crisscross interval equipartition in proper order, and second, third connecting hole all are close to the same straight line that sets up and all are tangent in the edge corresponding rib groove length direction setting of this end at the last end place end setting of corresponding rib groove.
Preferably, the substrate has a width of 60cm and a length of 3m or more.
The utility model has the advantages that: the utility model relates to a rationally, moreover, the steam generator is simple in structure, regard as the substrate to the base plate, set up through paining the mortar and possess simultaneously waterproof on its one side of keeping away from the strengthening rib groove, corrosion resistant and the compound basic unit of mortar of anti function of splitting, in addition colored decoration mortar layer or decoration panel, can form multi-functional compound template, when utilizing this template to carry out the construction of building, not only can exempt from to tear open, can also one shot forming, need not to carry on waterproof once more, it is anticorrosive, secondary construction processes such as decoration treatment, reduce the construction link, can improve the efficiency of construction greatly, the reduction of erection time, be favorable to guaranteeing the economic benefits of building construction progress and construction side. The arrangement of each reinforcing rib can greatly enhance the strength and the anti-bending performance of the base plate, so that the deflection of the base plate is smaller, and the structural strength of the whole composite template is improved. The arrangement of the connecting holes on the corresponding reinforcing rib plates and rib grooves is more convenient for the installation of the whole composite type template for the building, in the actual construction, when some simple non-bearing walls are built, the template is only required to be symmetrically arranged at the inner side and the outer side between the preset upper wall body framework and the preset lower wall body framework, then the connecting rods in the shape are utilized to directly connect the corresponding connecting holes on the two templates from the position between the two symmetric templates, the two templates can be oppositely pulled, so that a non-dismantling type pouring mold cavity is formed, and then the construction of the wall body can be completed by pouring or filling corresponding wall body materials between the two templates; when some parts such as bearing wall, roof beam, post are built, only need set up corresponding shape connecting rod on the building skeleton of corresponding building part, then directly through the connecting hole with the template articulate can form and pour the die cavity on corresponding building skeleton, then pour corresponding wall body material alright completion and build, easy operation, the installation is convenient, the efficiency of construction is high, does not destroy the holistic decorative effect of wall body, and connects more firmly, can improve the construction quality and the life of wall body greatly. In addition, the outer connecting section and the inner connecting section which are formed by the staggered arrangement of the composite base layer and the decorative layer are more convenient for splicing between two adjacent templates, the sealing and waterproof performance of the joint of the adjacent templates is ensured, the connecting holes on the right-angled trapezoid rib grooves of the matched end parts can also strengthen the connecting strength between the two adjacent templates, and the quality and the service life of a building system built by utilizing the templates are further improved.
Drawings
Fig. 1 is a schematic top view of the present invention in embodiment 1;
fig. 2 is a left side view schematic structure of the present invention in embodiment 1;
fig. 3 is a left side view schematic structure of the present invention in opposite pulling in embodiment 1;
fig. 4 is a schematic top view of the present invention in embodiment 1;
fig. 5 is a schematic top view of the present invention in embodiment 2;
fig. 6 is a left side view schematic structure of the present invention in embodiment 2;
fig. 7 is a schematic top view of the opposite pulling according to the present invention in embodiment 2.
Reference numbers in the figures: the base plate is 1, 2 is the rib groove, 3 is compound basic unit, 4 is the decorative layer, 5 is the rib plate, 6 is first isosceles trapezoid rib groove, 7 is first connecting hole, 8 is first right angle trapezoid rib groove, 9 is the interior linkage segment, 10 is the outer joint section, 11 is wall body frame, 12 is the shape connecting rod, 13 is second isosceles trapezoid rib groove, 14 is the third connecting hole, 15 is second right angle trapezoid rib groove, 16 is the second connecting hole.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments:
example 1: as shown in fig. 1 to 4, a composite form for construction includes a base plate 1, which has a width of 60cm and a length of 3m or more, and the specific length can be selected according to the construction requirement of the actual building. The board of base plate 1 one side is equipped with a plurality of bellied rib grooves 2, and rib grooves 2 sets up and is followed base plate 1's width direction by base plate 1 one end to other end interval distribution along base plate 1's length direction, can strengthen base plate 1's intensity and its bending resistance greatly, makes its amount of deflection littleer to improve the structural strength of whole composite template. A composite base layer 3 is formed on the board surface on the other side of the base board 1 by coating mortar and is used for forming a composite template in a matched mode, construction links are reduced, and the construction period is shortened. The composite base layer 3 has two forms, one can be a waterproof corrosion-resistant anti-crack mortar mixing layer, and is prepared by mixing and blending three types of mortar with waterproof, corrosion-resistant and anti-crack functions respectively, the specific blending mode belongs to the prior art, and is not repeated, so as to form the mixed mortar with waterproof, corrosion-resistant and anti-crack effects, a layer of the mixed mortar is directly coated on the substrate 1 during processing, and after the mortar is solidified, the composite template can have the waterproof, corrosion-resistant and anti-crack properties; the other composite base layer 3 can be sequentially composed of a waterproof mortar layer, a corrosion-resistant mortar layer and an anti-cracking mortar layer, the waterproof mortar layer, the corrosion-resistant mortar layer and the anti-cracking mortar layer are sequentially arranged from one side close to the substrate 1 to the other side, and a reinforcing grid cloth is arranged between every two adjacent mortar layers. The outer side of the composite base layer 3 is also provided with a decorative layer 4, the decorative layer 4 has two forms, one is a colorful decorative mortar layer, and the colorful decorative mortar layer is directly coated on the composite base layer 3; another kind of decorative layer 4 comprises bonding mortar layer and decorative panel layer, and bonding mortar layer and decorative panel layer set gradually by being close to one side to the opposite side of compound basic unit 3, promptly when using, only need in the outside of compound basic unit 3 through the decoration panels of bonding mortar connection stone material, plank, aluminum plate, glass panel etc. material can for protect and decorate the surface of template. To sum up, with base plate 1 as the substrate, set up the compound basic unit of mortar 3 that possesses waterproof, corrosion resistant and anti-crack function simultaneously through scribbling the mortar on its one side of keeping away from rib groove 2, in addition colored decoration mortar layer or decoration panel, can form multi-functional compound template, when utilizing this template to carry out the construction of building, not only can exempt from to tear open, can also one shot forming, need not to carry on secondary construction processes such as waterproof once more, anticorrosive, decoration processing, reduce the construction link, can improve the efficiency of construction greatly, shorten the time limit for a project, be favorable to guaranteeing the economic benefits of building construction progress and construction side.
In this embodiment, the thickness of compound basic unit 3 and decorative layer 4 is 1cm, and on the width direction of base plate 1, decorative layer 4 and compound basic unit 3 stagger certain width setting mutually to can form at base plate 1 both ends and be used for the interior linkage segment 9 and the outer linkage segment 10 of two adjacent template concatenations, the concatenation between the two adjacent templates of being more convenient for guarantees the waterproof sealing nature of adjacent template seam crossing.
In this embodiment, the reinforcing ribs 5 are provided between two adjacent reinforcing rib grooves 2, and the reinforcing ribs 5 are provided along the longitudinal direction of the base plate 1, so that the structural strength of the base plate 1 can be further improved. The reinforcing rib grooves 2 and the reinforcing rib plates 5 are integrally formed with the base plate 1, so that the processing is more convenient. The shape of the reinforcing rib groove 2 can be trapezoidal, rectangular or inverted V-shaped, and the trapezoidal shape is adopted in the embodiment, and specifically: the strengthening rib groove 2 comprises two sets of first right angle trapezoidal rib grooves 8 that are located base plate 1 both ends and two sets of first isosceles trapezoidal rib grooves 6 that are located base plate 1 middle part, simultaneously the lower bottom place end of first right angle trapezoidal rib grooves 8 and first isosceles trapezoidal rib grooves 6 sets up for its one end and this end opening that are close to base plate 1, make when paining compound basic unit 3, mortar material can fill in first right angle trapezoidal rib grooves 6 and first right angle trapezoidal rib grooves 8, can further strengthen the overall structure intensity of shaping building, improve building life. The end of the right-angle side of the first right-angle trapezoid rib groove 8 faces the outside of the base plate 1, so that the splicing with an adjacent template is facilitated. A plurality of first connecting holes 7 are formed in the reinforcing rib plate 5 and the first right-angle trapezoid rib grooves 8, so that the connection and the assembly between the templates are facilitated. In addition, locate the required first connecting hole 7 in template middle part on the reinforcing floor 5 and do not establish on first isosceles trapezoid rib groove 6 in this embodiment, because when this compound template of actual production processing, compound basic unit 3's mortar material all can be filled in first isosceles trapezoid rib groove 6 and the first right angle trapezoid rib groove 8, first isosceles trapezoid rib groove 6 is wider, just need run through its both sides wall and the thick mortar layer in it when processing first connecting hole 7 on it, the processing degree of difficulty is great, and reinforcing floor 5 is thinner, it is more simple convenient to process first connecting hole 7 on it, can greatly reduced first connecting hole 7's the processing degree of difficulty, improve the production efficiency of whole template, guarantee the economic benefits of enterprise.
In the present embodiment, the reinforcing rib 5 has a width of 0.5cm, a height of 3cm, and a distance of 10cm from the adjacent reinforcing rib groove 2. The first isosceles trapezoid rib groove 6 in the reinforcing rib groove 2 has a lower bottom length of 3cm, an upper bottom length of 1.5cm and a height of 3 cm. The height of the first right-angle trapezoidal rib groove 8 in the reinforcing rib groove 2 is the same as that of the first isosceles trapezoidal rib groove 6, and the upper bottom and the lower bottom of the first right-angle trapezoidal rib groove 8 are half of that of the first isosceles trapezoidal rib groove 6. The aperture of the first connecting holes 7 is 1.5cm, and the first connecting holes 7 penetrate through the reinforcing rib plates 5 and the side walls of the first right-angle trapezoid rib grooves 8 and are uniformly distributed at intervals along the length direction of the corresponding rib plates and rib grooves at adjacent intervals of 5 cm. The installation of the whole composite formwork for the building is facilitated through the first connecting holes 7, in actual construction, when some simple non-bearing walls are built, the formworks are symmetrically arranged on the inner side and the outer side between the preset upper wall body frame 11 and the preset lower wall body frame 11, then the corresponding first connecting holes 7 on the two formworks are directly connected between the two symmetrical formworks by utilizing the shape connecting rods 12, the two formworks can be oppositely pulled, further a non-dismantling type pouring die cavity is formed, and then corresponding wall body materials are poured or filled between the two formworks to complete the construction of the wall body; when some parts such as bearing wall, roof beam, post are built, only need set up corresponding shape connecting rod 12 on the building skeleton of corresponding building part, then directly articulate the template on corresponding building skeleton through first connecting hole 7 and can form and pour the die cavity, then pour corresponding wall body material alright completion and build, easy operation, it is convenient to install, and the efficiency of construction is high, does not destroy the holistic decorative effect of wall body, and connects more firmly, can improve the construction quality and the life of wall body greatly. The two adjacent formworks at the same side are lapped through the corresponding inner connecting section 9 and the corresponding outer connecting section 10, the sealing and the waterproof performance of the joint of the adjacent formworks are ensured, correspondingly, the connecting rod 12 at the position needs to simultaneously penetrate through the corresponding two first connecting holes 7 on the two first right-angle trapezoidal rib grooves at the position, the connecting strength between the formworks is ensured, and the quality and the service life of a building system built by utilizing the formworks are further improved. In addition, the diameter of the connecting rod 12 corresponding to the first connecting hole 7 is 1.4 cm.
Example 2: as shown in fig. 5 to 7, the difference from the embodiment 1 is that the reinforcing rib 5 is not provided in the embodiment, and the base plate 1 has only a plurality of reinforcing rib grooves 2, specifically: the strengthening rib grooves 2 are composed of two sets of second right-angle trapezoidal rib grooves 15 at two ends of the base plate 1 and three sets of second isosceles trapezoidal rib grooves 13 at the middle part of the base plate, the second right-angle trapezoidal rib grooves 15 and the second isosceles trapezoidal rib grooves 13 are integrally formed with the base plate 1, the lower bottom ends of the second right-angle trapezoidal rib grooves 15 and the second isosceles trapezoidal rib grooves 13 are both one ends close to the base plate 1 and the end openings are arranged, and the right-angle side ends of the second right-angle trapezoidal rib grooves 15 face the outside of the base plate 1. On the premise of no reinforcing rib plate 5, the processing and forming of the second right-angle trapezoidal rib groove 15 and the second isosceles trapezoidal rib groove 13 are simpler and more convenient, and the processing difficulty of the reinforcing rib groove 2 is low. Correspondingly, the second right-angle trapezoidal rib groove 15 and the second isosceles trapezoidal rib groove 13 are respectively provided with a plurality of second connecting holes 16 and a plurality of third connecting holes 14 for connecting and installing templates. When the composite formwork is actually produced and processed, the second isosceles trapezoid rib groove 13 and the second right-angle trapezoid rib groove 15 are filled with mortar of the composite base layer 3, and when corresponding connecting holes are processed on the composite formwork, the mortar need to penetrate through two side walls of the corresponding rib grooves and a mortar layer in the corresponding rib grooves. Although the connecting hole in this embodiment is comparatively difficult to process, the arrangement of the reinforcing rib plate 5 is removed, so that the processing difficulty of the reinforcing rib groove 2 is greatly reduced, the consumption of the base plate 1 to the plate is saved, certain economical efficiency and practicability are also achieved, and in the actual production and processing of the composite template, two modes in the embodiments 1 and 2 can be selected according to actual conditions.
In this embodiment, the length of the lower bottom of each second isosceles trapezoid rib groove 13 is 3cm, the length of the upper bottom of each second isosceles trapezoid rib groove 13 is 2cm, and the height of each second isosceles trapezoid rib groove 13 is 3cm, and the distance between every two adjacent second isosceles trapezoid rib grooves 13 is 10 cm. The height of the second right-angle trapezoidal rib groove 15 is the same as that of the second isosceles trapezoidal rib groove 13, the upper bottom and the lower bottom of the second right-angle trapezoidal rib groove 15 are both half of the second isosceles trapezoidal rib groove 13, and the distance between the second right-angle trapezoidal rib groove 15 and the adjacent second isosceles trapezoidal rib groove 13 is 20 cm. The aperture of the second connecting hole 16 is 0.9cm, the aperture of the third connecting hole 14 is 0.5cm, and two connecting holes with different apertures are arranged in the embodiment, so that the use cost of the connecting rod 12 can be reduced and the economic benefit can be improved on the premise of ensuring the connecting and installing strength of the template. The second connecting holes 16 and the third connecting holes 14 penetrate through the side walls of the corresponding rib grooves and are uniformly distributed at intervals in a staggered mode in sequence along the length direction of the corresponding rib grooves at 10cm adjacent intervals, and meanwhile the second connecting holes 16 and the third connecting holes 14 are close to the ends, where the upper bottoms of the corresponding rib grooves are located, of the corresponding rib grooves and are tangent to the same straight line, arranged at the ends along the length direction of the corresponding rib grooves, so that the connection stability during template installation is guaranteed. Correspondingly, the diameter of the connecting rod 12 corresponding to the second connecting hole 16 is 0.8cm, and the diameter of the connecting rod 12 corresponding to the third connecting hole 14 is 0.4 cm.
The utility model discloses a theory of operation: the utility model discloses when using, earlier according to the length of required template, prefabricate this compound template for building in advance, be convenient for assemble the direct scene when being under construction corresponding building system, improve the efficiency of construction. When the composite template for the building is manufactured, the substrate 1 is firstly processed, the reinforcing rib grooves 2 and the reinforcing rib plates 5 can be directly processed through working procedures such as stamping and the like according to actual requirements, and then the composite base layer 3 and the decorative layer 4 are coated and processed. The composite base layer 3 can be prepared by mixing mortar with waterproof, corrosion-resistant and anti-cracking functions according to requirements to form mixed mortar with waterproof, corrosion-resistant and anti-cracking effects, then a layer is directly coated on the substrate 1 to form a waterproof, corrosion-resistant and anti-cracking mortar mixing layer, and the waterproof mortar layer, the corrosion-resistant mortar layer and the anti-cracking mortar layer can also be sequentially coated in a layered manner from inside to outside to form a multi-layer functional mortar layer, so that the waterproof, corrosion-resistant and anti-cracking functions are sequentially achieved. The decorative layer 4 can be directly coated with a colored decorative mortar layer on the composite base layer 3, and can also be connected with decorative panels such as stone, wood boards, aluminum plates or glass panels through bonding mortar to play a role in protecting and decorating a formed building. Because the opening of first isosceles trapezoid rib groove 6 and first right angle trapezoid rib groove 8 is towards the side of composite base layer 3, when smearing composite base layer 3, the mortar material can be filled in first isosceles trapezoid rib groove 6 and first right angle trapezoid rib groove 8, the overall structure strength of the formed building can be further strengthened, and the service life of the building is prolonged. And finally, processing the first connecting hole 7, and correspondingly, when the first connecting hole 7 is processed on the first right-angle trapezoid rib groove 8, the first connecting hole 7 needs to penetrate through two side walls of the corresponding rib groove and a mortar layer in the rib groove.
In site construction, when some simple non-bearing walls are built, the templates are symmetrically arranged on the inner side and the outer side between the preset upper wall body framework 11 and the preset lower wall body framework 11, then the corresponding connecting rods 12 are used for directly connecting the corresponding first connecting holes 7 on the two templates from the position between the two symmetrical templates, the two templates can be pulled oppositely, a non-dismantling type pouring mold cavity is further formed, and then corresponding wall body materials are poured or filled between the two templates to finish the construction of the wall body; when some parts such as bearing walls, beams, columns and the like are built, only corresponding connecting rods 12 are needed to be arranged on building frameworks of corresponding building parts, then templates are directly hung on the corresponding building frameworks through the first connecting holes 7 to form pouring mold cavities, and then corresponding wall materials are poured to finish the building. Two adjacent formworks on the same side are overlapped through the corresponding inner connecting section 9 and the corresponding outer connecting section 10, and the connecting rod 12 at the position needs to simultaneously penetrate through the corresponding two first connecting holes 7 on the two first right-angle trapezoid rib grooves 8 at the position, so that the connecting strength between the formworks is ensured.
The above description is only for the preferred embodiment of the present invention, and is not intended to limit the present invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included within the protection scope of the present invention.
Claims (10)
1. The utility model provides a compound template for building, its characterized in that, includes the base plate, be equipped with a plurality of bellied rib grooves of strengthening on the face of base plate one side, rib groove of strengthening sets up and is followed the width direction of base plate by base plate one end to other end interval distribution along the length direction of base plate, be formed with compound basic unit through paining the mortar on the face of base plate opposite side.
2. The composite shuttering of claim 1, wherein a reinforcing rib is disposed between two adjacent reinforcing rib grooves, the reinforcing rib is disposed along the length direction of the base board and has a plurality of first connecting holes.
3. The composite form panel for building according to claim 2, wherein the rib grooves and the rib plates are integrally formed with the base plate, and the rib grooves are composed of two sets of first right-angled trapezoidal rib grooves at two ends of the base plate and two sets of first isosceles trapezoidal rib grooves at the middle of the base plate, the ends of the first right-angled trapezoidal rib grooves and the first isosceles trapezoidal rib grooves at the lower bottoms are the ends close to the base plate and are open, the ends of the first right-angled trapezoidal rib grooves at the right-angled sides face the outside of the base plate, and the first right-angled trapezoidal rib grooves are provided with a plurality of first connecting holes.
4. The composite form panel for buildings according to claim 3, wherein the reinforcing rib has a width of 0.5cm, a height of 3cm and a distance of 10cm from the adjacent reinforcing rib groove; the first isosceles trapezoid rib groove in the reinforcing rib grooves is 3cm long at the lower bottom, 1.5cm long at the upper bottom and 3cm high; the height of the first right-angle trapezoidal rib groove is the same as that of the first isosceles trapezoidal rib groove, and the upper bottom and the lower bottom of the first right-angle trapezoidal rib groove are both half of the first isosceles trapezoidal rib groove; the aperture of the first connecting holes is 1.5cm, and the first connecting holes penetrate through the reinforcing rib plates and the side walls of the first right-angle trapezoid rib grooves and are uniformly distributed at intervals in the length direction of the corresponding rib plates and rib grooves at adjacent intervals of 5 cm.
5. The composite formwork for buildings according to claim 4, wherein the composite base layer is a waterproof corrosion-resistant anti-crack mortar mixing layer, or consists of a waterproof mortar layer, a corrosion-resistant mortar layer and an anti-crack mortar layer, the waterproof mortar layer, the corrosion-resistant mortar layer and the anti-crack mortar layer are sequentially arranged from one side close to the substrate to the other side, and a reinforcing mesh cloth is arranged between two adjacent mortar layers.
6. The composite shuttering as claimed in claim 5, wherein a decorative layer is formed on the outer side of the composite base layer, the decorative layer is a color decorative mortar layer, or consists of a bonding mortar layer and a decorative covering layer, and the bonding mortar layer and the decorative covering layer are sequentially arranged from one side close to the composite base layer to the other side.
7. The composite form panel for building according to claim 6, wherein the thickness of the composite base layer and the decorative layer is 1cm, and the decorative layer and the composite base layer are staggered by a certain width in the width direction of the substrate to form an inner connecting section and an outer connecting section for splicing two adjacent form panels.
8. The composite formwork for buildings according to claim 1, wherein the reinforcing rib grooves are composed of two sets of second right-angle trapezoidal rib grooves at two ends of the base plate and three sets of second isosceles trapezoidal rib grooves at the middle part of the base plate, the second right-angle trapezoidal rib grooves and the second isosceles trapezoidal rib grooves are both integrally formed with the base plate and are provided with a plurality of second connecting holes and a plurality of third connecting holes, the ends of the lower bottoms of the second right-angle trapezoidal rib grooves and the second isosceles trapezoidal rib grooves are both the ends close to the base plate and are provided with openings, and the ends of the right-angle sides of the second right-angle trapezoidal rib grooves face the outside of the base plate.
9. The composite formwork for buildings according to claim 8, wherein the second isosceles trapezoid rib grooves have a bottom length of 3cm, a top length of 2cm and a height of 3cm, and the distance between two adjacent second isosceles trapezoid rib grooves is 10 cm; the height of the second right-angle trapezoidal rib groove is the same as that of the second isosceles trapezoidal rib groove, the upper bottom and the lower bottom of the second right-angle trapezoidal rib groove are both half of the second isosceles trapezoidal rib groove, and the distance between the second right-angle trapezoidal rib groove and the adjacent second isosceles trapezoidal rib groove is 20 cm; the aperture of second connecting hole is 0.9cm, the aperture of third connecting hole is 0.5cm, second, third connecting hole all run through the lateral wall setting of corresponding rib groove and use 10 cm's adjacent interval along the length direction of corresponding rib groove crisscross interval equipartition in proper order, and second, third connecting hole all are close to the same straight line that sets up and all are tangent in the edge corresponding rib groove length direction setting of this end at the last end place end setting of corresponding rib groove.
10. The composite shuttering for building as claimed in claim 1, wherein the base plate has a width of 60cm and a length of 3m or more.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020081745.6U CN211775067U (en) | 2020-01-15 | 2020-01-15 | Composite template for building |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202020081745.6U CN211775067U (en) | 2020-01-15 | 2020-01-15 | Composite template for building |
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| CN211775067U true CN211775067U (en) | 2020-10-27 |
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| CN202020081745.6U Expired - Fee Related CN211775067U (en) | 2020-01-15 | 2020-01-15 | Composite template for building |
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| Country | Link |
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| CN (1) | CN211775067U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112267599A (en) * | 2020-11-11 | 2021-01-26 | 南京工业大学 | Assembled internal partition wall and mounting mode thereof |
-
2020
- 2020-01-15 CN CN202020081745.6U patent/CN211775067U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112267599A (en) * | 2020-11-11 | 2021-01-26 | 南京工业大学 | Assembled internal partition wall and mounting mode thereof |
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| GR01 | Patent grant | ||
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| 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: 20201027 Termination date: 20220115 |