CN211473371U

CN211473371U - Shock attenuation formula building templates

Info

Publication number: CN211473371U
Application number: CN201922289898.XU
Authority: CN
Inventors: 张显
Original assignee: Individual
Current assignee: Individual
Priority date: 2019-12-19
Filing date: 2019-12-19
Publication date: 2020-09-11
Anticipated expiration: 2029-12-19

Abstract

The utility model discloses a shock attenuation formula building templates, it includes base plate, bounding wall, the bounding wall is installed in the up end of base plate and establish the connection through the shock attenuation component between base plate and the bounding wall, the shock attenuation component includes outer skeleton, inner frame, outer skeleton, inner frame are made by metal material, inner frame is cylindrical structure and the inner frame cup joints in the outside of location stand, outer skeleton (320) are installed in the shock attenuation recess, it has the shock attenuation rubber layer to fill between outer skeleton, the inner frame, the shock attenuation rubber layer make by polymer rubber material; after the splicing of the damping template is completed, in the concrete pouring process, the generated vibration and pressure and the matching of the damping gap and the damping member can play a good damping role, and the damping rubber layer has good elasticity and can adapt to axial and radial damping.

Description

Shock attenuation formula building templates

Technical Field

The utility model relates to a building auxiliary assembly, material technical field, specificly relate to a building templates, in particular to shock attenuation formula building templates.

Background

The building formwork is a temporary supporting structure, which is manufactured according to the design requirements, so that the concrete structure and the members are formed according to the specified positions and geometric dimensions, the correct positions of the concrete structure and the members are kept, and the self weight of the building formwork and the external load acting on the building formwork are borne. The purpose of the template engineering is to ensure the quality and the construction safety of the concrete engineering, accelerate the construction progress and reduce the engineering cost.

Conventional building templates among the prior art, the universal adoption is setting up spacing connecting block in four edges to make two adjacent templates realize connecting by spacing connecting block, and current building templates damping performance is poor, at the pouring in-process of concrete, because reasons such as vibration, pressure cause the local damage of template easily, influence the pouring quality of concrete.

The applicant has searched a building template (ZL: 201420181692X), which is a technical solution conventionally adopted in the field at present; it has disadvantages in connection manner and poor damping performance.

Disclosure of Invention

For solving prior art's not enough, the utility model aims at providing a possess good damping performance and can eliminate the influence of vibration at the concrete placement in-process, reduce the breakage rate of shock attenuation template.

In order to realize the technical purpose, the utility model adopts the following technical scheme.

A shock absorption type building template comprises a base plate (10) and a coaming (20), and is characterized in that the coaming (20) is installed on the upper end face of the base plate (10), the base plate (10) is connected with the coaming (20) through a shock absorption member (30), two shock absorption grooves are formed in the upper end face of the base plate (10), the two shock absorption grooves are respectively arranged at two ends of the base plate (10) in the length direction, two positioning upright columns are arranged on the lower end face of the coaming (20), the two positioning upright columns are respectively arranged at two ends of the coaming (20) in the length direction, the positioning upright columns extend into the shock absorption grooves, and the shock absorption member (30) is arranged between the positioning upright columns and;

shock attenuation component (30) include exoskeleton (320), inner frame (330), exoskeleton (320), inner frame (330) are made by metal material, inner frame (330) are cylindrical structure and inner frame (330) cup joints in the outside of location stand, exoskeleton (320) is installed in the shock attenuation recess, it has the shock attenuation rubber layer to fill between exoskeleton (320), inner frame (330), the shock attenuation rubber layer make by polymer rubber material.

The technical scheme is further improved and optimized.

Inner frame (330) comprises cylindrical base member and annular folded plate, and cylindrical base member and annular folded plate welding constitute, and outer skeleton (320) cup joint in the outside of cylindrical base member, and it has polymer rubber material to fill between outer skeleton (320) and the cylindrical base member, and it has polymer rubber material to fill between the top of outer skeleton (320) and the annular folded plate.

The technical scheme is further improved and optimized.

The damping rubber layer is made of butadiene rubber material.

The technical scheme is further improved and optimized.

One end side of the enclosing plates (20) is provided with a rectangular connecting groove, the other end of the enclosing plates (20) is provided with a rectangular connecting bulge, the connecting bulge of one enclosing plate (20) is matched with the connecting groove of the other adjacent enclosing plate (20), and a connecting component (40) is arranged between the connecting bulge and the connecting groove.

The technical scheme is further improved and optimized.

The connecting component (40) comprises a supporting plate a (410) and a supporting plate b (430) which are of an L-shaped structure, the supporting plate b (430) is located on the outer side of the supporting plate a (410), a connecting rubber layer (420) is filled between the supporting plate a (410) and the supporting plate b (430), the supporting plate a (410) is fixed with the connecting protrusion, and the supporting plate b (430) is fixed with the connecting groove.

The technical scheme is further improved and optimized.

The connecting rubber layer (420) is made of butadiene rubber material.

Compared with the prior art, the utility model the superiority that gains lies in:

1-in the utility model, after the splicing of the damping template is completed, the matching of the damping clearance and the damping component can play a good damping role by the generated vibration and pressure in the concrete pouring process, and the damping rubber layer has good elasticity and can adapt to the axial and radial damping;

2-the utility model discloses in the structure of the connecting elements who adopts itself possess the shock attenuation performance, and the vibration of connecting rubber layer can eliminate part avoids producing stress concentration to connection position department, avoids causing the damage to connection position, improves the life of shock attenuation template.

Drawings

The present specification includes the following figures, which illustrate the contents, respectively.

Fig. 1 is a schematic view of the overall structure of the present invention.

Fig. 2 is a schematic view of the overall structure of the shock-absorbing member.

Fig. 3 is a schematic view of the overall structure of the connecting member.

Labeled as:

10-a substrate;

20-enclosing plates;

30-a shock absorbing member; 310-a cushion rubber layer; 320-exoskeleton; 330-endoskeleton;

40-a connecting member; 410-support plate a; 420-a connecting rubber layer; 430-support plate b.

Detailed Description

The following detailed description of the embodiments of the present invention will be given with reference to the accompanying drawings for a purpose of helping those skilled in the art to more fully, accurately and deeply understand the concept and technical solution of the present invention and to facilitate its implementation.

As shown in fig. 1, a shock attenuation formula building templates, it includes base plate 10, bounding wall 20 is installed in the up end of base plate 10 and is connected through shock attenuation member 30 between base plate 10 and the bounding wall 20, two shock attenuation recesses have been seted up to the up end of base plate 10, two shock attenuation recesses branch are arranged in the both ends on the base plate 10 length direction, the lower terminal surface of bounding wall 20 is provided with two location stands, two location stands branch are arranged in the both ends on the bounding wall 20 length direction, the location stand extends to in the shock attenuation recess and the location stand, be provided with shock attenuation member 30 between the shock attenuation recess.

As shown in fig. 2, the damping member 30 includes an outer frame 320 and an inner frame 330, both the outer frame 320 and the inner frame 330 are made of metal material, the inner frame 330 is cylindrical and the inner frame 330 is sleeved outside the positioning column, the outer frame 320 is installed in the damping groove, a damping rubber layer is filled between the outer frame 320 and the inner frame 330, and the damping rubber layer is made of polymer rubber material (preferably butadiene rubber).

More optimally, the inner frame 330 comprises a cylindrical base body and an annular folded plate, the cylindrical base body is welded with the annular folded plate, the outer frame 320 is sleeved outside the cylindrical base body, a high polymer rubber material is filled between the outer frame 320 and the cylindrical base body, and the high polymer rubber material is filled between the top of the outer frame 320 and the annular folded plate.

The base plate 10 and the coaming 20 are connected through the shock absorption member 30, a shock absorption gap is formed between the base plate 10 and the coaming 20, and the width of the gap is equal to the thickness of the annular coaming plus the thickness of the polymer rubber material filled between the outer framework 320 and the cylindrical base body; after the splicing of the damping template is completed, in the concrete pouring process, the generated vibration and pressure and the matching of the damping gap and the damping member can play a good damping role, and the damping rubber layer has good elasticity and can adapt to axial and radial damping.

As shown in fig. 1 and 3, one end side of the enclosing plates 20 is provided with a rectangular connecting groove, the other end is provided with a rectangular connecting protrusion, the connecting protrusion of one enclosing plate 20 is matched with the connecting groove of another adjacent enclosing plate 20, and a connecting member 40 is installed between the connecting protrusion and the connecting groove.

As shown in fig. 3, the connection member 40 includes a support plate a410 and a support plate b430 having an L-shaped structure, the support plate b430 is located outside the support plate a410, and a connection rubber layer 420 is filled between the support plate a410 and the support plate b430, the support plate a410 is fixed to the connection protrusion, and the support plate b430 is fixed to the connection groove. The connecting rubber layer 420 is made of a polymer rubber material (preferably, butadiene rubber).

When building templates received concrete placement, the impact vibration of production has base plate 10 to the bounding wall 20 transmission, if adopt rigid connection structure between two adjacent bounding walls 20, long-term the use leads to junction fatigue, fracture easily, the utility model discloses the structure of connecting element 40 itself of well adoption possesses the damping performance, and the vibration of part can be eliminated to connecting rubber layer 420, avoids producing stress concentration to connecting position department, avoids causing the damage to connecting position, improves the life of shock attenuation template.

The invention is described above with reference to the accompanying drawings. It is to be understood that the specific implementations of the invention are not limited in this respect. Various insubstantial improvements are made by adopting the method conception and the technical scheme of the invention; the present invention is not limited to the above embodiments, and can be modified in various ways.

Claims

1. A shock absorption type building template comprises a base plate (10) and a coaming (20), and is characterized in that the coaming (20) is installed on the upper end face of the base plate (10), the base plate (10) is connected with the coaming (20) through a shock absorption member (30), two shock absorption grooves are formed in the upper end face of the base plate (10), the two shock absorption grooves are respectively arranged at two ends of the base plate (10) in the length direction, two positioning upright columns are arranged on the lower end face of the coaming (20), the two positioning upright columns are respectively arranged at two ends of the coaming (20) in the length direction, the positioning upright columns extend into the shock absorption grooves, and the shock absorption member (30) is arranged between the positioning upright columns and;

2. The shock-absorbing building template as claimed in claim 1, wherein the inner frame (330) is composed of a cylindrical base and annular folded plates, the cylindrical base and the annular folded plates are welded to form the inner frame, the outer frame (320) is sleeved outside the cylindrical base, a polymer rubber material is filled between the outer frame (320) and the cylindrical base, and a polymer rubber material is filled between the top of the outer frame (320) and the annular folded plates.

3. A damped building panel according to claim 1 or 2, wherein said damping rubber layer is formed of a butadiene rubber material.

4. A shock-absorbing type building module as claimed in claim 1, wherein one end side of the surrounding panels (20) is provided with a rectangular coupling groove, the other end side thereof is provided with a rectangular coupling protrusion, the coupling protrusion of one surrounding panel (20) is fitted with the coupling groove of another adjacent surrounding panel (20), and the coupling member (40) is installed between the coupling protrusion and the coupling groove.

5. The shock-absorbing building formwork according to claim 4, wherein the connecting member (40) comprises a supporting plate a (410) and a supporting plate b (430) having an L-shaped structure, the supporting plate b (430) is located at the outer side of the supporting plate a (410), a connecting rubber layer (420) is filled between the supporting plate a (410) and the supporting plate b (430), the supporting plate a (410) is fixed to the connecting protrusion, and the supporting plate b (430) is fixed to the connecting groove.

6. A damped building panel according to claim 5, wherein said connecting rubber layer (420) is made of butadiene rubber material.