阅读说明：本技术 承接模板及具有该承接模板的建筑系统 (Bearing template and building system with same ) 是由 彭福龙 刘文华 于 2020-12-31 设计创作，主要内容包括：一种承接模板,包括主体,所述主体包括面板及设于所述面板的至少两个第一加强筋,所述承接模板还包括垫板,所述垫板设于至少两个所述第一加强筋,所述面板及所述垫板上分别设有同轴的安装孔,所述垫板靠近所述面板的中部,所述安装孔位于所述垫板的中部,所述安装孔用于穿设安装杆以连接预埋件。一种建筑系统,包括模板、承接模板、安装杆及预埋件,所述承接模板用于承接上下层的模板,所述预埋件用于预埋于混凝土中,所述安装杆穿设于所述承接模板并连接所述预埋件。所述承接模板与混凝土结合紧密且结构简单。(The utility model provides a accept template, includes the main part, the main part includes the panel and locates two at least first strengthening ribs of panel, accept template still includes the backing plate, the backing plate is located two at least first strengthening rib, the panel reaches be equipped with coaxial mounting hole on the backing plate respectively, the backing plate is close to the middle part of panel, the mounting hole is located the middle part of backing plate, the mounting hole is used for wearing to establish the installation pole in order to connect the built-in fitting. A building system comprises a template, a bearing template, a mounting rod and an embedded part, wherein the bearing template is used for bearing templates of an upper layer and a lower layer, the embedded part is used for being embedded in concrete in advance, and the mounting rod penetrates through the bearing template and is connected with the embedded part. The bearing template is tightly combined with the concrete and has a simple structure.)

1. The utility model provides a accept template, includes the main part, the main part includes the panel and locates two at least first strengthening ribs of panel, its characterized in that: the bearing template further comprises a base plate, the base plate is arranged on at least two first reinforcing ribs, coaxial mounting holes are formed in the panel and the base plate respectively, the base plate is close to the middle of the panel, the mounting holes are located in the middle of the base plate, and the mounting holes are used for penetrating through mounting rods to connect embedded parts.

2. A receiving form according to claim 1 wherein the backing plate is welded to a side of at least two of the first reinforcing bars facing away from the face plate.

3. A receiving form according to claim 1, wherein the main body further comprises four side plates disposed on four sides of the panel, the base plate and the side plates are located on the same side, and two ends of the first reinforcing rib are respectively connected to the two side plates disposed oppositely.

4. A receiving form according to claim 3, wherein the four side plates comprise two ribs located on the long sides of the panel and two sealing plates located on the short sides of the panel, the two sealing plates are connected to two ends of the first reinforcing rib respectively, and the distance between the backing plate and the two ribs is the same.

5. A receiving form according to claim 4, further comprising a second reinforcing rib, wherein two ends of the first reinforcing rib are connected to the two sealing plates, two ends of the second reinforcing rib are connected to the two ribs, and the first reinforcing rib is connected to the face plate.

6. A receiving form according to claim 5, wherein the number of the second reinforcing ribs and the backing plates is two, the two second reinforcing ribs are arranged at intervals, each backing plate is arranged between a corresponding one of the second reinforcing ribs and the sealing plate, and the distance between each two backing plates and the sealing plate is equal.

7. A receiving form according to claim 6 wherein the first reinforcing bar is located adjacent one side of the face plate and on the same side as the four side plates, the second reinforcing bar is located adjacent the first reinforcing bar and spaced from the face plate, the second reinforcing bar is on the same side as the four side plates, and the two second reinforcing bars are spaced from the two sealing plates.

8. The utility model provides a building system, includes the template, accepts the template, installation pole and built-in fitting, it is used for accepting the template of lower floor to accept the template, the built-in fitting is used for pre-buried in the concrete, the installation pole wear to locate accept the template and connect the built-in fitting, its characterized in that: the adapting form is according to any one of claims 1-7.

9. The building system according to claim 8, wherein the mounting rod is a threaded rod and the embedment is a nut.

10. The building system according to claim 8, wherein the mounting rod comprises a rod body and an end portion, the rod body is arranged in the mounting hole in a penetrating mode and connected with the embedded part.

Technical Field

The application relates to the field of buildings, in particular to a bearing template and a building system with the bearing template.

Background

In the aluminum alloy template system for the building engineering, the bearing template is an important component and has the function of bearing the wall column template on the upper layer through the embedded screws, so that the initial installation level of the wall column template is better ensured, the dislocation phenomenon of the wall body template on the lower part is prevented, the side pressure generated in the construction pouring process is resisted, and the construction safety and quality are ensured.

The bearing template is positioned at the top of the template on the layer and is difficult to fix. In the prior art, the bearing template is provided with a mounting hole and is fixed on a wall surface by inserting a mounting rod. Typically, the mounting holes are located adjacent to the reinforcement (vertical ribs) that receive the forms to prevent deformation of the forms due to excessive forces applied thereto.

However, with the elevated structure of the receiving form, the mounting rods are easily turned out of the concrete, and even the mounting holes may be higher than the concrete, and do not function as receiving forms. In some existing solutions, mounting holes are formed in a plurality of reinforcing ribs to ensure that a mounting rod can be inserted into concrete, but the mounting cost and the manufacturing cost are increased due to the design; and a welding reinforcing rib is additionally arranged near the mounting hole, so that the design has large welding workload and high cost.

Disclosure of Invention

Accordingly, there is a need for a receiving form that is simple in structure and is fastened in combination with concrete, and a construction system having the receiving form.

The embodiment of the application provides a accept template, comprising a main body, the main part includes the panel and locates two at least first strengthening ribs of panel, accept template still includes the backing plate, at least two are located to the backing plate first strengthening rib, the panel reaches be equipped with coaxial mounting hole on the backing plate respectively, the backing plate is close to the middle part of panel, the mounting hole is located the middle part of backing plate, the mounting hole is used for wearing to establish the installation pole in order to connect the built-in fitting.

The bearing template is provided with the backing plate on the main body, the backing plate is used for bearing the acting force of the mounting rod during fixing and transmitting the acting force to the main body so as to increase the stressed area of the main body, and therefore the main body is more tightly combined with concrete. The mounting hole is arranged in the middle of the panel, so that when the mounting hole is applied to the lifting design of the bearing template, the panel above the mounting hole can block the concrete to prevent the concrete from leaking out of the upper end of the panel.

In at least one embodiment of the present application, the pallet is welded to a side of at least two of the first reinforcing beads facing away from the panel.

And welding the backing plate to one side of the at least two first reinforcing ribs, which faces away from the panel, so that the end face of the panel poured with concrete is flat and is formed with the concrete surface.

In at least one embodiment of this application, the main part still includes locates four curb plates of panel four sides, the backing plate is located the panel and is located same one side with the curb plate.

When fixing the concrete, the shim plate is located on the side facing away from the concrete in order to take over the forces of the mounting rods.

In at least one embodiment of this application, four the curb plate includes two and is located the long floor of panel and two shrouding that are located the short side of panel, the backing plate is the same with the distance of two the floor.

The backing plate is positioned in the middle part so as to adjust the position of the bearing template, so that the mounting hole can not exceed the concrete under the design of lifting the bearing template.

In at least one embodiment of this application, the accepting template further includes a second reinforcing rib, two ends of the first reinforcing rib are respectively connected to two of the sealing plates, and two ends of the second reinforcing rib are respectively connected to two of the rib plates.

The first reinforcing rib and the second reinforcing rib are used for improving the strength of the bearing template and preventing the bearing template from deforming.

In at least one embodiment of this application, the quantity of second strengthening rib and backing plate is two, two the second strengthening rib interval sets up, every the backing plate is located corresponding one respectively the second strengthening rib with between the shrouding.

Each backing plate is located between the second reinforcing rib and the sealing plate, so that the strength of the structure near the backing plate is improved.

In at least one embodiment of this application, first strengthening rib is located and is close to one side of panel and with four the curb plate is in same one side, the second strengthening rib be close to first strengthening rib and with the panel interval sets up, the second strengthening rib with four the curb plate is in same one side, two the second strengthening rib respectively with two the distance of shrouding equals.

The first reinforcing rib is close to the panel to increase the strength of accepting the template length direction, and the first reinforcing rib and the second reinforcing rib are arranged on the same side of the side plate, so that the end face of one end of the panel poured concrete is a plane, and the surface of the concrete is formed conveniently.

The embodiment of the application also provides a building system, including the template, accept the template, installation pole and built-in fitting, accept the template and be used for accepting the template of upper and lower floor, the built-in fitting is arranged in the concrete in advance, the installation pole wears to locate accept the template and connect the built-in fitting.

The building system comprises the bearing template, and the bearing template is characterized in that a base plate is arranged on the main body and used for bearing the acting force of the mounting rod during fixing and dispersing the acting force to the main body, so that the main body and concrete are combined more firmly.

In at least one embodiment of the present application, the mounting rod is a threaded rod and the embedment is a nut.

The combination of the screw and the nut ensures that the bearing template can be stably fixed.

In at least one embodiment of the present application, the installation rod includes a rod body and an end portion, the rod body is inserted into the installation hole and connected to the embedded part, and the end portion abuts against the base plate.

The rod body transfers the force to the end part, and the end part supports against the backing plate, so that the bearing template is tightly attached to the concrete.

According to the bearing template, the base plate is arranged on the main body and used for bearing the acting force of the mounting rod during fixing and transmitting the acting force to the main body to increase the stressed area of the main body, so that the main body is combined with concrete more firmly. The mounting hole is arranged in the middle of the panel, so that when the mounting hole is applied to the lifting design of the bearing template, the panel above the mounting hole can block the concrete to prevent the concrete from leaking out of the upper end of the panel.

Drawings

Fig. 1 is a schematic cross-sectional view of a construction system according to an embodiment of the present application in use.

Fig. 2 is a schematic perspective view of a receiving form and a mounting bar according to an embodiment of the present application.

FIG. 3 is a side view of a female die plate according to an embodiment of the present application.

Description of the main elements

Building system 100

Receiving form 10

Mounting hole 101

Main body 12

Panel 121

Side plate 123

Connecting hole 1230

Rib 1234

Closing plate 1236

Backing plate 14

First reinforcing rib 16

Second reinforcing rib 18

Mounting rod 30

Rod body 32

End 34

Embedded part 50

Detailed Description

The embodiments of the present application will be described in conjunction with the drawings in the embodiments of the present application, and it is to be understood that the described embodiments are only a part of the embodiments of the present application, and not all of the embodiments.

It will be understood that when an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present. When an element is referred to as being "on" another element, it can be directly on the other element or intervening elements may also be present. The terms "top," "bottom," "upper," "lower," "left," "right," "front," "rear," and the like as used herein are for illustrative purposes only.

An embodiment of the application provides a accept template, comprising a main body, the main part includes the panel and locates two at least first strengthening ribs of panel, accept template still includes the backing plate, at least two are located to the backing plate first strengthening rib, the panel reaches be equipped with coaxial mounting hole on the backing plate respectively, the backing plate is close to the middle part of panel, the mounting hole is located the middle part of backing plate, the mounting hole is used for wearing to establish the installation pole in order to connect the built-in fitting.

The embodiment of the application provides a building system, including the template, accept the template, installation pole and built-in fitting, it is used for accepting the template of upper and lower floor to accept the template, the built-in fitting is arranged in the concrete in advance, the installation pole is worn to locate accept the template and connect the built-in fitting.

The bearing template is provided with the backing plate on the main body, and the backing plate is used for bearing the acting force of the mounting rod during fixing and dispersing the acting force to the main body, so that the main body is combined with concrete more firmly.

Some embodiments of the present application will be described in detail below with reference to the accompanying drawings. The embodiments described below and the features of the embodiments can be combined with each other without conflict.

Referring to fig. 1 to 3, an embodiment of the present application provides a building system 100 including a formwork (not shown), a receiving formwork 10, a mounting rod 30, and an embedded part 50. The receiving formwork 10 is used for receiving upper and lower formworks. The embedded part 50 is embedded in the concrete. The mounting rod 30 penetrates through the bearing template 10 and is fixed with the embedded part 50.

The template can adopt industry general design, and is not described in detail herein.

The receiving form 10 includes a body 12 and a backing plate 14. The backing plate 14 is disposed on the body 12. The receiving form 10 is provided with a mounting hole 101 penetrating the backing plate 14 and the main body 12. The mounting hole 101 is located at the middle of the short side direction of the panel 121. The mounting holes 101 are used for penetrating the mounting rods 30 to connect the embedded parts 50. The main body 12 includes a face plate 121 and at least two first reinforcing ribs 16 disposed on the face plate 121. The backing plate 14 is provided to at least two of the first reinforcing beads 16.

The backing plate 14 serves to bear the force of the mounting rod 30 when it is fixed and is dispersed to the main body 12 by the first reinforcing rib 16, thereby making the main body 12 more firmly combined with the concrete.

In the illustrated embodiment, the backing plate 14 is welded to the first reinforcing bead 16.

In the illustrated embodiment, the number of mounting holes 101 and corresponding backing plates 14 is two. Two mounting holes 101 are provided at intervals along the long side of the panel 121 and in the middle of the short side of the panel 121.

It is understood that in other embodiments, the number of mounting holes 101 and corresponding backing plates 14 may be provided in one or more as desired. The mounting holes 101 are provided in the central area of the panel 121 so that the mounting posts 30 can still be secured in the concrete in the raised formwork design.

The main body 12 further includes four side plates 123 disposed at four sides of the panel 121. The panel 121 is substantially rectangular. Each of the side plates 123 is provided with a plurality of coupling holes 1230, respectively. The connecting hole 1230 is connected to other templates by passing through a fixing member (not shown). The backing plate 14 is located on the same side as the side plate 123.

In the fixing of the concrete, the underlay sheet 14 is situated on the side facing away from the concrete so as to take up the forces of the mounting bar 30.

The four side plates 123 include two ribs 1234 located on the long side of the panel 121 and two cover plates 1236 located on the short side of the panel 121. The distance between the plate 14 and the two ribs 1234 is approximately the same. That is, the backing plate 14 is located in the middle of the face plate 121 in a direction parallel to the cover plate 1236.

The female die plate 10 also includes a second reinforcing bead 18. The two ends of the first reinforcing rib 16 are respectively connected to the two sealing plates 1236. The second reinforcing rib 18 is connected to the two ribs 1234 at both ends.

The first reinforcing rib 16 and the second reinforcing rib 18 are used to increase the strength of the receiving form 10 and prevent the receiving form from being deformed by force.

The number of the second reinforcing ribs 18 and the backing plate 14 is two. The two second reinforcing ribs 18 are arranged at intervals, and each backing plate 14 is arranged between one corresponding second reinforcing rib 18 and the sealing plate 1236.

The second ribs 18 are substantially evenly distributed along the rib 1234 to increase the overall strength of the female form 10. Each shim plate 14 is located between a respective second reinforcing rib 18 and the closure plate 1236 to increase the strength of the structure adjacent the shim plate 14.

The first reinforcing bead 16 is positioned on a side adjacent to the face plate 121, and the second reinforcing bead 18 is positioned adjacent to the first reinforcing bead 16 and spaced apart from the face plate 121.

In the illustrated embodiment, only two first 16 and second 18 reinforcing bars need to be welded, reducing the weight and cost of the female die plate 10. The second stiffener 18 facilitates two-handed installation.

In the illustrated embodiment, the mounting rod 30 is a threaded rod, and the embedment 50 is a nut, so that the mounting rod 30 can be stably connected with the embedment 50.

The mounting bar 30 includes a bar body 32 and an end 34. The rod body 32 penetrates through the mounting hole 101 and is connected with the embedded part 50. The end 34 bears against the backing plate 14 and transmits force to the backing plate 14. Further, the rods 32 transmit force to the ends 34, and the ends 34 bear against the backing plate 14, causing the receiving form 10 to be pressed against the concrete.

The receiving die plate 10 is formed by providing a backing plate 14 to the main body 12 and providing the backing plate 14 to the first reinforcing rib 16. The backing plate 14 serves to take up the force of the mounting rod 30 when it is fixed and is dispersed to the main body 12 by the first reinforcing rib 16, thereby making the main body 12 more firmly combined with the concrete.

Further, the installation hole 101 is formed in the middle of the receiving form 10, so that it is not easily raised above the concrete area in the lifting structure.

In addition, those skilled in the art should realize that the above embodiments are illustrative only and not limiting to the present application, and that suitable changes and modifications to the above embodiments are within the scope of the disclosure of the present application as long as they are within the true spirit and scope of the present application.