CN210622293U

CN210622293U - Plastic building template

Info

Publication number: CN210622293U
Application number: CN201921410633.4U
Authority: CN
Inventors: 胡远林
Original assignee: Hubei Guangjie Technology Co Ltd
Current assignee: Hubei Guangjie Technology Co Ltd
Priority date: 2019-08-28
Filing date: 2019-08-28
Publication date: 2020-05-26
Anticipated expiration: 2029-08-28

Abstract

The utility model discloses a plastic building template, which comprises a panel, a reinforced transverse rib at the back of the panel, a reinforced vertical rib at the back of the panel, and a side rib at the periphery of the panel, wherein the side rib at the periphery of the panel is provided with a connecting hole, the reinforcing transverse ribs and the reinforcing vertical ribs are crossed with each other, the reinforcing transverse ribs comprise main transverse reinforcing ribs and secondary transverse reinforcing ribs, the reinforcing vertical ribs comprise main longitudinal reinforcing ribs and secondary longitudinal reinforcing ribs, the height of the main transverse reinforcing ribs and the height of the main longitudinal reinforcing ribs are flush with the height of the side ribs, the height of the secondary transverse reinforcing ribs and the height of the secondary longitudinal reinforcing ribs are lower than the height of the connecting frame, the integrally injection molded building template is convenient to produce and low in cost, the reinforcing transverse ribs and the reinforcing ribs in the reinforcing vertical ribs which are mutually crossed are arranged to support the strength of the panel, so that the panel has better strength performance, and the connecting holes can be used for connecting, matching and positioning other correspondingly connected plastic building templates to complete the building of the building template system.

Description

Plastic building template

Technical Field

The utility model relates to a building materials technical field specifically is a plastics building templates.

Background

At present, most of the templates commonly used in building construction are steel templates and wood templates, wherein the steel templates mainly comprise large steel templates. In the production practice, the processing cycle of the large steel die is longer, the processing difficulty is large, the large steel die is not easy to be processed into a more complex shape required by construction, the large steel die is limited by a building structure during use, and meanwhile, the large steel die is larger in weight, an isolating agent needs to be coated during use, and the installation and the removal all need the cooperation of a tower crane, so that a lot of inconvenience is brought to the installation, the removal and the transportation in the construction process, the price of leasing the large steel die is often higher, the engineering cost is increased, in addition, China is a country lacking steel, the energy consumption for producing the steel is higher, and the steel die is also not beneficial to energy conservation. However, the use of the wooden template also has various problems, such as insufficient strength of the wooden template, low reuse rate and easy damage, and particularly, the wooden template needs to be fixed by a large number of wooden splicing strips when being installed, thereby not only consuming a large number of workers, but also wasting forest resources particularly.

SUMMERY OF THE UTILITY MODEL

The to-be-solved technical problem of the utility model is not enough to above-mentioned prior art, a plastic building template that simple structure, reasonable in design intensity are high is provided.

In order to achieve the above purpose, the utility model provides a plastic building template technical scheme does: a plastic building template comprises a panel, a reinforcing transverse rib at the back of the panel, a reinforcing vertical rib at the back of the panel, and a side rib around the panel, wherein the panel, the reinforcing transverse rib, the reinforcing vertical rib and the side rib of the building template are formed into a whole by injection molding, the side rib around the panel is provided with connecting holes, the reinforcing transverse rib and the reinforcing vertical rib are crossed mutually, the reinforcing transverse rib comprises a main transverse reinforcing rib and a secondary transverse reinforcing rib, the reinforcing vertical rib comprises a main longitudinal reinforcing rib and a secondary longitudinal reinforcing rib, the height of the main transverse reinforcing rib and the main longitudinal reinforcing rib is parallel and level with the height of the side rib, the height of the secondary transverse reinforcing rib and the secondary longitudinal reinforcing rib is lower than the height of a connecting frame, the building template formed by injection molding is convenient to produce and low in cost, and the reinforcing transverse rib and the reinforcing rib in the reinforcing vertical rib which are crossed mutually are arranged can support the panel in strength, so, and the connecting holes can be used for connecting, matching and positioning other correspondingly connected plastic building templates to complete the building of the building template system.

As a further scheme: the utility model discloses a concrete pile, including the panel, the terminal edge that divides equally, main horizontal strengthening rib and main vertical strengthening rib set up in the terminal edge tip that divides equally of corresponding side rib, and the quantity sets up to be no less than three odd number, and the strengthening rib butt joint that is in the center is located and is divided equally the terminal edge, and remaining strengthening rib symmetry sets up in the strengthening rib both sides that are in the center, and it is great to be in panel central region comprehensive atress when piling up because of the concrete to be far away with the side rib distance, need more sufficient thickness and the strengthening rib of height to support in order to increase intensity.

As a further scheme: the secondary transverse reinforcing ribs and the secondary longitudinal reinforcing ribs are set to be 30-75% of the height of the side ribs, oblique connecting edges are obliquely arranged at the connecting ends of the secondary transverse reinforcing ribs and the secondary longitudinal reinforcing ribs which are positioned at the outer sides, and because the distances between the panel in the area and the side ribs and between the panel in the area and the main transverse reinforcing ribs and between the panel in the area and the main longitudinal reinforcing ribs are short, the lower height can be designed to save materials.

As a further scheme: the connecting ends of the main transverse reinforcing ribs, the main longitudinal reinforcing ribs, the secondary transverse reinforcing ribs and the secondary longitudinal reinforcing ribs, which are arranged at the connecting ends of the main transverse reinforcing ribs, the main longitudinal reinforcing ribs and the secondary transverse reinforcing ribs and the secondary longitudinal reinforcing ribs, are provided with the connecting reinforcing rib parts which extend inwards to connect the main longitudinal reinforcing ribs and the secondary longitudinal reinforcing ribs inside, so that the strength of the main transverse reinforcing ribs and the main longitudinal reinforcing ribs can.

As a further scheme: the frame corner end of the side rib is provided with an oblique corner reinforcing rib, the height of the oblique corner reinforcing rib is 30-50% of the height of the side rib, and the oblique corner reinforcing rib and the connecting frame form a hollow triangular structure, so that the strength of the connecting end edge of the adjacent side rib is enhanced.

Compared with the prior art, the beneficial effects of the utility model are that: the plastic building template through the integral injection molding realizes the production and installation of the building template with lower cost and repeated use, and the back reinforcing rib structure with better supporting strength is designed, so that the plastic building template can bear larger concrete acting force, is light and convenient to promote the building construction efficiency and has stronger practicability.

Drawings

Fig. 1 is a schematic perspective view 1 of embodiment 1 of the present invention.

Fig. 2 is a schematic perspective view 2 of embodiment 1 of the present invention.

In fig. 1 to 2: the panel comprises a panel 1, side ribs 2, a main transverse reinforcing rib 3, a main longitudinal reinforcing rib 4, a secondary transverse reinforcing rib 5, a secondary longitudinal reinforcing rib 6, a connecting hole 7, a connecting reinforcing rib part 8, an oblique connecting edge 9 and an oblique corner reinforcing rib 10.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. 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.

Referring to fig. 1-2, an embodiment of the present invention is: a plastic building template comprises a panel 1, a reinforcing transverse rib on the back of the panel, a reinforcing vertical rib on the back of the panel and a side rib 2 around the panel, wherein the panel 1, the reinforcing transverse rib, the reinforcing vertical rib and the side rib 2 which form the building template are integrally injection molded, connecting holes 7 are arranged on the side rib around the panel, the plastic building template in the embodiment is arranged into a rectangle which is long in the transverse direction and short in the longitudinal direction, long side ribs and short side ribs are respectively arranged, the reinforcing transverse rib and the reinforcing vertical rib are crossed mutually in a cross shape, the reinforcing transverse rib in the embodiment comprises five main transverse reinforcing ribs 3 and two secondary transverse reinforcing ribs 5 which are divided into two groups, the reinforcing vertical rib comprises two groups of three main longitudinal reinforcing ribs 4 and three secondary longitudinal reinforcing ribs 6 which are divided into three groups, four secondary longitudinal reinforcing ribs and three groups, the five main transverse reinforcing ribs 3 are arranged adjacently at intervals, the central transverse reinforcing ribs 4 are arranged near the two halved end edges of the three halves of the long edge rib end surface respectively, the central main longitudinal reinforcing ribs are in butt joint with the halved end edges of the long edge rib end surface, the heights of the main transverse reinforcing ribs 3 and the main longitudinal reinforcing ribs 4 are aligned with the heights of the edge ribs, the heights of the secondary transverse reinforcing ribs 5 and the secondary longitudinal reinforcing ribs 6 are lower than the height of the connecting frame and are set to be 30-75% of the height of the edge ribs, the selected height is 30% in the embodiment, the connecting ends of the secondary transverse reinforcing ribs 5 and the secondary longitudinal reinforcing ribs 6 and the main longitudinal reinforcing ribs and the secondary longitudinal reinforcing ribs which are positioned at the outer sides are provided with oblique connecting edges 9, and the connecting ends of the main transverse reinforcing ribs, the main longitudinal reinforcing ribs, the secondary transverse reinforcing ribs and the secondary longitudinal reinforcing ribs are provided with connecting reinforcing rib parts 8 which extend inwards to connect the inner parts Each main longitudinal reinforcing rib and each secondary longitudinal reinforcing rib of the part form combined intersection, in addition, a bevel angle reinforcing rib 10 is arranged on the frame corner end of the side rib 2, the height of the bevel angle reinforcing rib is 30-50% of the height of the side rib, in the embodiment, 50% is selected, and the bevel angle reinforcing rib and the connecting frame form a hollow triangular structure, so that the strength of the connecting end edge of the adjacent side rib is enhanced. Wherein set up upper and lower two sets of four connecting holes 7 altogether on the minor face rib, set up three sets of nine connecting holes 7 altogether on the long side rib, be convenient for connect the location with complex plastics building templates and fix, whole adoption integrative injection moulding's building templates convenient production is with low costs, and set up the strengthening rib in the strengthening transverse rib and the strengthening vertical rib of intercrossing each other and carry out the intensity to the panel and support, better intensity performance has, and the connecting hole can connect other plastics building templates that correspond the connection and connect and match the location and accomplish building templates system's construction, and adopt main horizontal strengthening rib and main vertical strengthening rib to set up in the edge end portion that divides equally in the corresponding edge rib, and set up the quantity to be no less than three odd number, the strengthening rib butt joint in the center is located and is divided equally the end limit, remaining strengthening rib symmetry sets up in the strengthening rib both sides in the center, can be with the strengthening rib that the great region of panel center comprehensive atress is great when piling Prop lifting strength, at inferior horizontal strengthening rib 5, inferior vertical strengthening rib 6 sets up regional panel and side rib and main horizontal strengthening rib and main vertical strengthening rib distance shorter, then can design lower height in order to save material, set up oblique connection limit 9 in addition then can with main horizontal strengthening rib 3, main vertical strengthening rib 4 realizes connecting gradually, the inside each main vertical strengthening rib of connection strengthening rib portion connection of combination inwardly extending, inferior vertical strengthening rib, can further increase main horizontal strengthening rib, the intensity of main vertical strengthening rib. And the frame corner end of the side rib is provided with an oblique corner reinforcing rib 10, and the oblique corner reinforcing rib and the connecting frame form a hollow triangular structure, so that the strength of the connecting end edge of the adjacent side rib is enhanced.

The principle of the utility model is that: through integrative injection moulding's plastics building templates, adopt the plastics material preparation building templates, it is lighter to compare in the whole quality of steel form because of the material characteristic of plastics, the transportation installation of being convenient for, and compare in the promotion of plank sheathing durability by a wide margin, and whole low cost, it is convenient to produce, do benefit to and use in the building templates field, and the utility model discloses design the better back strengthening rib structure who supports intensity at 1 back of panel, if set up in central zone's main horizontal strengthening rib 3, main vertical strengthening rib 4 and the regional inferior horizontal strengthening rib 5 of remaining, inferior vertical strengthening rib 6 combination promotes the reinforcing to the intensity parameter of the bearing capacity of whole plastics building templates, can bear great concrete effort, wholly lightly be convenient for promote building efficiency, and the practicality is stronger.

Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.

Claims

1. The utility model provides a plastics building templates, includes that the panel, the enhancement at the panel back is horizontal rib, the enhancement at the panel back erects rib, panel limit rib all around, constitutes this building templates's panel, strengthens horizontal rib, strengthens erecting rib and limit rib injection moulding as an organic whole, its characterized in that: the panel limit rib all around on be equipped with the connecting hole, strengthen the horizontal rib with it is criss-cross each other to strengthen the vertical rib, strengthen the horizontal rib including main horizontal strengthening rib and inferior horizontal strengthening rib, strengthen the vertical rib including main vertical strengthening rib and inferior vertical strengthening rib, the height and the limit rib height looks parallel and level of main horizontal strengthening rib and main vertical strengthening rib, inferior horizontal strengthening rib and inferior vertical strengthening rib highly be less than the carriage height.

2. The plastic building panel as described in claim 1, wherein: the end face of the edge rib is provided with at least one halving end edge on average according to the length of the edge rib, the main transverse reinforcing ribs and the main longitudinal reinforcing ribs are arranged at the end parts of the halving end edges of the corresponding edge ribs, the number of the main transverse reinforcing ribs and the main longitudinal reinforcing ribs is set to be not less than three odd numbers, the reinforcing ribs at the center are in butt joint with the halving end edges, and the rest reinforcing ribs are symmetrically arranged at two sides of the reinforcing ribs at.

3. A plastic building panel as defined in claim 2, wherein: the secondary transverse reinforcing ribs and the secondary longitudinal reinforcing ribs are set to be 30-75% of the height of the side ribs, and oblique connecting sides which are inclined upwards are arranged at the connecting ends of the secondary transverse reinforcing ribs and the secondary longitudinal reinforcing ribs which are positioned at the outer sides.

4. A plastic building panel as defined in claim 3, wherein: and the connecting ends of the main transverse reinforcing ribs, the main longitudinal reinforcing ribs, the secondary transverse reinforcing ribs and the secondary longitudinal reinforcing ribs are provided with connecting reinforcing rib parts which extend inwards and are connected with the main longitudinal reinforcing ribs and the secondary longitudinal reinforcing ribs inside.

5. The plastic building panel as described in claim 1, wherein: the frame corner end of the side rib is provided with an oblique corner reinforcing rib, the height of the oblique corner reinforcing rib is 30-50% of the height of the side rib, and the oblique corner reinforcing rib and the connecting frame form a hollow triangular structure.