CN212336650U

CN212336650U - Template equipment for preventing cast-in-place concrete outer wall face brick from falling off

Info

Publication number: CN212336650U
Application number: CN202020370889.3U
Authority: CN
Inventors: 朱益鸿
Original assignee: Jiangsu Cuizhou Environmental Technology Co ltd
Current assignee: Jiangsu Cuizhou Environmental Technology Co ltd
Priority date: 2020-03-23
Filing date: 2020-03-23
Publication date: 2021-01-12
Anticipated expiration: 2030-03-23

Abstract

The utility model belongs to the technical field of concrete placement auxiliary assembly, specifically disclose a prevent template equipment that cast in situ concrete side wall face brick drops, including lower floor's base and fixed cover, the top of lower floor's base is provided with the rubber pad, the below of lower floor's base is provided with the universal wheel, the inside of linking seat is provided with the ground nail, the top of upper base is provided with supporting shoe and pressure-bearing panel respectively, the inside of fixed cover is provided with the telescopic link, the rear end of telescopic link is provided with supporting panel. This prevent template equipment that cast in situ concrete outer wall face brick drops compares with current ordinary template equipment, through supporting panel's setting, to the concrete wall support of laminating after pouring, avoid the wall to appear droing, the tenesmic condition to the setting that relies on two sets of equipment can realize that the combination formula presss from both sides tight structure, wherein realizes fixing through the cooperation between rope and the drag hook to the interval between two sets of equipment.

Description

Template equipment for preventing cast-in-place concrete outer wall face brick from falling off

Technical Field

The utility model relates to a concrete placement auxiliary assembly technical field specifically is a prevent template equipment that cast in situ concrete outer wall face brick drops.

Background

In a modern building erected in a tall building, an outer wall is decorated by adopting beautiful, durable and clean outer wall face bricks, and still occupies a great proportion, however, the face bricks directly adhered to a smooth wall have the problems of bulging, falling and the like, so that accidents of people injury caused by falling occur, the currently adopted corresponding measures are roughening treatment on the surface of the outer wall, repairing and brushing an interface agent, construction by using a dry hanging method and the like, concrete is a general name of an engineering composite material formed by cementing aggregates into a whole by a cementing material, and the term of concrete generally refers to that cement is used as the cementing material and sand and stone are used as the aggregates; the cement concrete, also called ordinary concrete, is widely used in civil engineering.

The existing concrete is easy to collapse and accumulate when being poured, so that the wall surface is easy to fall off before solidification, the roughening treatment of the surface of the outer wall needs to firstly roughen the concrete wall surface, then the steel wire is fully brushed once, and then the concrete is watered and moistened. The processing process is complicated, huge engineering quantity is increased for large-area external walls, construction management is difficult, engineering quality is closely related to quality of workers, the surface bonding strength of external wall concrete is reduced, the use requirements of people cannot be well met, and technical innovation is performed on the basis of the existing template equipment according to the condition.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a prevent template equipment that cast in situ concrete outer wall face brick drops, with provide general concrete and appear collapsing when pouring easily in solving above-mentioned background, thereby lead to the wall to appear the circumstances of droing before solidifying, outer wall surface texturing treatment needs earlier chisel hair concrete wall, then use the steel wire to brush one time, later water moist, the processing procedure is loaded down with trivial details, to the huge engineering volume of the outer wall increase of large tracts of land, construction management difficulty, engineering quality is closely relevant with workman's quality, and the surface bonding strength of outer wall concrete has been reduced, can not be fine satisfy people's user demand problem.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a prevent template equipment that cast in situ concrete outer wall face brick drops, includes lower floor's base and fixed cover, the top of lower floor's base is provided with the rubber pad, and the top of rubber pad is provided with upper base, the below of lower floor's base is provided with the universal wheel, and the left and right sides of lower floor's base all is provided with links up the seat, the inside of linking up the seat is provided with the ground nail, and the top of ground nail is provided with the pedal, the top of upper base is provided with supporting shoe and pressure-bearing panel respectively, and the supporting shoe is located the front end of pressure-bearing panel, the inside of fixed cover is provided with the telescopic link, and fixed cover is located the inside of pressure-bearing panel, the rear end of telescopic link is provided with support panel, and support panel's the left and right sides.

Preferably, the lower base, the rubber pad and the upper base are tightly attached to each other, and the central axes of the lower base, the rubber pad and the upper base are overlapped with each other.

Preferably, the ground nail penetrates through the inside of the connecting seat, and the central axis of the ground nail coincides with the central axis of the pedal.

Preferably, the supporting block and the pressure-bearing panel are welded, and the pressure-bearing panel is perpendicular to the upper-layer base.

Preferably, the fixed sleeve is embedded in the pressure-bearing panel, and the telescopic rod penetrates through the fixed sleeve.

Preferably, the fixed block and the draw hook are symmetrical about the central axis of the pressure-bearing panel respectively, the fixed block and the pressure-bearing panel are welded, and the draw hook is of a bent structure.

Compared with the prior art, the beneficial effects of the utility model are as follows:

1. the utility model has the advantages that the lower layer base, the rubber pad and the upper layer base are arranged to fix and support the whole device, so as to keep the stability of the equipment in the using process, wherein the rubber pad can effectively avoid rigid friction between the lower layer base and the upper layer base, and can provide the equipment with buffering and damping capacity, and colleagues rely on the matching between the connecting seat and the ground nail to realize the fixed connection between the lower layer base and the ground;

2. the utility model supports the bearing panel through the supporting block, keeps the verticality between the bearing panel and the upper base, indirectly improves the bearing capacity of the bearing panel, avoids the fracture condition at the joint of the bearing panel and the upper base as far as possible, and realizes the positioning and mounting effect on the telescopic rod by the cooperation between the bearing panel and the fixed sleeve;

3. the utility model discloses a supporting panel's setting is laminated the support to the concrete wall after pouring, avoids the wall the condition that drops, tenesmus to the combination formula clamping structure can be realized to the setting of relying on two sets of equipment, wherein realizes fixing through the cooperation between rope and the drag hook to the interval between two sets of equipment.

Drawings

FIG. 1 is a schematic view of the structure of the present invention;

FIG. 2 is a schematic side view of the present invention;

fig. 3 is an enlarged schematic view of a portion a of fig. 1 according to the present invention.

In the figure: 1. a lower base; 2. a rubber pad; 3. an upper base; 4. a universal wheel; 5. a linking seat; 6. a ground nail; 7. a support block; 8. a pressure-bearing panel; 9. fixing a sleeve; 10. a telescopic rod; 11. a support panel; 12. a fixed block; 13. pulling a hook; 14. and (5) treading the pedal.

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. 1-3, the present invention provides a technical solution: a formwork device for preventing a cast-in-place concrete outer wall tile from falling off comprises a lower layer base 1 and a fixed sleeve 9, wherein a rubber pad 2 is arranged above the lower layer base 1, an upper layer base 3 is arranged above the rubber pad 2, the lower layer base 1, the rubber pad 2 and the upper layer base 3 are tightly attached, the central axes of the lower layer base 1, the rubber pad 2 and the upper layer base 3 are overlapped, universal wheels 4 are arranged below the lower layer base 1, connecting seats 5 are arranged on the left side and the right side of the lower layer base 1, ground nails 6 are arranged inside the connecting seats 5, pedal plates 14 are arranged above the ground nails 6, the ground nails 6 penetrate through the connecting seats 5, the central axes of the ground nails 6 and the central axes of the pedal plates 14 are overlapped, and the whole device is fixedly supported through the arrangement of the lower layer base 1, the rubber pad 2 and the upper layer base 3, so that the stability of the device in the using process is kept, the rubber pad 2 can effectively avoid rigid friction between the lower-layer base 1 and the upper-layer base 3, can provide buffering and damping capacity for equipment, and realizes the fixed connection between the lower-layer base 1 and the ground by the cooperation between the connecting base 5 and the ground nail 6;

a supporting block 7 and a pressure-bearing panel 8 are respectively arranged above the upper-layer base 3, the supporting block 7 is positioned at the front end of the pressure-bearing panel 8, the supporting block 7 and the pressure-bearing panel 8 are welded, the pressure-bearing panel 8 is vertical to the upper base 3, the telescopic rod 10 is arranged in the fixed sleeve 9, the fixing sleeve 9 is positioned inside the pressure-bearing panel 8, the fixing sleeve 9 is embedded inside the pressure-bearing panel 8, the telescopic rod 10 penetrates through the fixing sleeve 9 and is arranged through the supporting block 7, the bearing panel 8 is supported, the verticality between the bearing panel 8 and the upper base 3 is kept, the bearing capacity of the bearing panel 8 is indirectly improved, the situation that the joint of the bearing panel 8 and the upper base 3 is broken is avoided as far as possible, the telescopic rod 10 is positioned and installed by the matching between the pressure-bearing panel 8 and the fixed sleeve 9;

the rear end of telescopic link 10 is provided with supporting panel 11, and supporting panel 11's the left and right sides all is provided with fixed block 12, one side that supporting panel 11 axis was kept away from to fixed block 12 all is provided with drag hook 13, fixed block 12 and drag hook 13 are symmetrical about the axis of pressure-bearing panel 8 between separately, and be the welding between fixed block 12 and the pressure-bearing panel 8, and drag hook 13 sets up to the column structure of buckling, setting through supporting panel 11, the concrete wall after pouring supports laminating, avoid the wall to appear droing, the tenesmus condition, and rely on the setting of two sets of equipment to realize that the combination formula presss from both sides tight structure, wherein realize fixedly to the interval between two sets of equipment through the cooperation between rope and the drag hook 13.

The working principle is as follows: when the template equipment for preventing the cast-in-place concrete outer wall face brick from falling off is used, firstly, the whole device is fixedly supported through the arrangement of the lower-layer base 1, the rubber pad 2 and the upper-layer base 3, the stability of the equipment in the using process is kept, the rubber pad 2 can effectively avoid rigid friction between the lower-layer base 1 and the upper-layer base 3 and provide buffer damping capacity for the equipment, the fixed connection between the lower-layer base 1 and the ground is realized through the matching between the linking base 5 and the ground nail 6 by the colleague, the pressure-bearing panel 8 is supported through the arrangement of the supporting block 7, the verticality between the pressure-bearing panel 8 and the upper-layer base 3 is kept, the bearing capacity of the pressure-bearing panel 8 is indirectly improved, the fracture condition at the joint of the pressure-bearing panel 8 and the upper-layer base 3 is avoided as far as possible, and the positioning installation function is realized on the telescopic rod 10 through the matching between the pressure-bearing, through the setting of supporting panel 11, the concrete wall after pouring is laminated and is supported, avoids the wall the condition that drops, tenesmus to rely on the setting of two sets of equipment to realize that the combination formula presss from both sides tight structure, wherein the cooperation through between rope and the drag hook 13 is fixed to the interval realization between two sets of equipment, and this is exactly the theory of operation of this template equipment of preventing cast in situ concrete outer wall face brick and drop.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a prevent template equipment that cast in situ concrete outer wall face brick drops, includes lower floor's base (1) and fixed cover (9), its characterized in that: the upper portion of the lower layer base (1) is provided with a rubber pad (2), the upper portion of the rubber pad (2) is provided with an upper layer base (3), universal wheels (4) are arranged below the lower layer base (1), the left side and the right side of the lower layer base (1) are respectively provided with a connecting seat (5), a ground nail (6) is arranged inside the connecting seat (5), a pedal (14) is arranged above the ground nail (6), a supporting block (7) and a pressure-bearing panel (8) are respectively arranged above the upper layer base (3), the supporting block (7) is positioned at the front end of the pressure-bearing panel (8), a telescopic rod (10) is arranged inside the fixed sleeve (9), the fixed sleeve (9) is positioned inside the pressure-bearing panel (8), the rear end of the telescopic rod (10) is provided with a supporting panel (11), and the left side and the right side of the supporting panel (11) are respectively provided with a fixed block (, and one side of the fixed block (12) far away from the central axis of the supporting panel (11) is provided with a drag hook (13).

2. The template equipment for preventing the cast-in-place concrete outer wall tile from falling off as claimed in claim 1, which is characterized in that: the lower-layer base (1), the rubber pad (2) and the upper-layer base (3) are tightly attached to each other, and the central axes of the lower-layer base (1), the rubber pad (2) and the upper-layer base (3) are overlapped with each other.

3. The template equipment for preventing the cast-in-place concrete outer wall tile from falling off as claimed in claim 1, which is characterized in that: the ground nail (6) penetrates through the inside of the connecting seat (5), and the central axis of the ground nail (6) coincides with the central axis of the pedal (14).

4. The template equipment for preventing the cast-in-place concrete outer wall tile from falling off as claimed in claim 1, which is characterized in that: the supporting blocks (7) and the pressure-bearing panel (8) are welded, and the pressure-bearing panel (8) is perpendicular to the upper-layer base (3).

5. The template equipment for preventing the cast-in-place concrete outer wall tile from falling off as claimed in claim 1, which is characterized in that: the fixed sleeve (9) is embedded in the pressure-bearing panel (8), and the telescopic rod (10) penetrates through the fixed sleeve (9).

6. The template equipment for preventing the cast-in-place concrete outer wall tile from falling off as claimed in claim 1, which is characterized in that: the fixing block (12) and the draw hook (13) are symmetrical about the central axis of the pressure-bearing panel (8), the fixing block (12) and the pressure-bearing panel (8) are welded, and the draw hook (13) is of a bent structure.