CN219219788U

CN219219788U - Structure of perforating-free steel mould for constructional column template

Info

Publication number: CN219219788U
Application number: CN202223076237.7U
Authority: CN
Inventors: 李华; 华玉兰; 陆军; 吴果; 吴晋熙; 吴凯; 晁帅杰; 任澄源; 董军甫; 马华; 魏彦飞; 孙赵鹏; 翟帅迪; 赵秋; 胡丽芳
Original assignee: Henan Jinyihua Construction Development Co ltd
Current assignee: Henan Jinyihua Construction Development Co ltd
Priority date: 2022-11-21
Filing date: 2022-11-21
Publication date: 2023-06-20
Anticipated expiration: 2032-11-21

Abstract

The utility model discloses a constructional column template perforation-free steel mould structure, which relates to the technical field of constructional column templates, in particular to a constructional column template perforation-free steel mould structure. This constructional column template exempts from perforation steel mould structure through adopting top fixed establishment and bottom fixed establishment's setting, has reached fixed effectual purpose, and not fragile and warp, through adopting the setting of wedge, is preventing that outside template and inboard template from taking place the slope, has reached and has improved pouring quality, and the gear is fixed the kicking block with the setting of turning handle, has reached the purpose that facilitates the use.

Description

Structure of perforating-free steel mould for constructional column template

Technical Field

The utility model relates to the technical field of constructional column templates, in particular to a perforation-free steel die structure of a constructional column template.

Background

The constructional column is a space framework and has the functions of enhancing the integrity and stability of a building and preventing the collapse of the building. The arrangement positions are arranged at the four corners of the outer wall, the junction of the transverse wall and the outer longitudinal wall at the staggered position, the two sides of the larger hole, and the like, reinforced concrete constructional columns are also arranged in the wall body of the multi-layer brick-concrete structure building and are connected with the ring beams of each layer, so that the multi-layer brick-concrete structure building can resist bending and shearing. In order to improve the bearing capacity or stability of the masonry structure without increasing the cross section size, constructional columns in the wall are not only arranged at corners and edges of a house wall body, but also arranged at the middle part of the wall body as required, and ring beams are arranged in a closed shape. The ring beam can improve the overall rigidity of a building, resists uneven settlement, is arranged on the same horizontal plane continuously, cannot be cut off, and can not be cut off when a door and window opening is blocked, an additional ring beam is arranged above the door and window opening, the additional ring beam stretches into a support to be not less than 2 times of height (from the upper level of the blocked ring beam to the lower level of the additional ring beam), and is not less than 1000mm, the lintel is arranged above the door and window opening, is preferably as thick as a wall, and each side stretches into the support to be not less than 240mm.

The utility model discloses a exempt from perforation instrument formula interior wall constructional column template fixed knot in chinese utility model patent application publication CN216587701U constructs, although, this kind of template fixed knot constructs need not to destroy the masonry wall and uses the wall screw rod of wearing, and the construction is convenient, still has following shortcoming: 1. because the template adopts the wood template to be stained with moist concrete and takes place to warp easily after in-service use to because wood template structural strength is lower, is damaged easily, finally influences the quality that constructional column was pour, secondly, when pouring concrete, because the density of concrete is great, and the consistency, so can be far more than the pressure at top to the pressure of template bottom, and this kind of bottom bearing structure who exempts from perforation instrument formula interior wall constructional column template fixed knot constructs is comparatively weak, and two templates are not connected, when pouring more concrete, the inboard pressure of template bottom can lead to the template to take place the slope, finally leads to the constructional column of pouring to be uneven, can make the bottom of template take place to warp when serious.

Disclosure of Invention

(one) solving the technical problems

Aiming at the defects of the prior art, the utility model provides a perforating-free steel mould structure of a constructional column template, which solves the problems in the prior art.

(II) technical scheme

In order to achieve the above purpose, the utility model is realized by the following technical scheme: the utility model provides a constructional column template exempts from perforation steel mould structure, includes the wall body and installs outside template and the inboard template in the wall body both sides, the height of outside template and inboard template is all higher than the height of the constructional column cell body of wall body, the top of outside template is provided with the filling port, the bottom and the top of outside template and inboard template all are provided with outer edge, the top of outside template and inboard template is provided with top fixed establishment along the top, the bottom of outside template and inboard template is provided with bottom fixed establishment along the outer edge, top fixed establishment comprises the threaded rod, the kicking block, the gear and rotation handle, bottom fixed establishment comprises fixed plate, fastening bolt and clamp plate, the inboard of outside template and inboard template is all fixedly connected with wedge, outside template and inboard template all adopt steel template.

Optionally, the surface fixedly connected with floor of outside template, the bottom width and the thickness of floor are all greater than the width and the thickness at the bottom top of floor, the bottom of floor and the bottom border department fixed connection of outside template.

Optionally, the surface fixedly connected with floor of inboard template, and the floor that is connected outside the inboard template is the same with the floor structure that is connected outside the outside template, and the floor is provided with two with the surface of outside template in inboard template, and is symmetrical distribution on template and the inboard template in the about outside.

Optionally, the screw hole has been seted up on the border at outside template and inboard template top, and the threaded rod is connected with the screw hole, and the top of threaded rod and the bottom fixed connection of kicking block, threaded rod are provided with a plurality ofly at outside template and inboard template top.

Optionally, the bottom fixedly connected with gear of threaded rod, the intermeshing between the gears of being in adjacent threaded rod bottom, the detachable of the bottom of gear is connected with the rotation handle.

Optionally, the fixed plate is fixedly installed in the outside of the rib plate, the surface of the fixed plate is provided with a threaded hole, the fastening bolt is in threaded connection with the threaded hole on the fixed plate, and the bottom of the fastening bolt is fixedly connected with the pressing plate.

Optionally, the border department of outside template and inboard template surface bottom is seted up flutedly, and the recess is located fastening bolt's bottom fixedly connected with clamp plate under, and the clamp plate is circular setting, and the diameter of clamp plate is less than the diameter of recess.

Optionally, the wedge is provided with a plurality of in outside template and inboard template inboard, and is linear distribution, and the bottom of wedge and the bottom surface parallel and level of outside template and inboard template.

(III) beneficial effects

The utility model provides a perforating-free steel mould structure of a constructional column template, which has the following beneficial effects:

1. this constructional column template exempts from perforation steel mould structure through adopting top fixed establishment and bottom fixed establishment's setting, adopts a plurality of threaded rods and kicking block to fix template and wall body top when using, fixes template and ground bottom through fastening bolt and clamp plate, has reached fixed effectual purpose, and because the material of outside template and inboard template is the steel, so intensity is higher, not fragile and warp.

2. This constructional column template exempts from perforation steel mould structure through the setting that adopts the wedge, makes through the wedge when using and makes the concrete backlog at the top of wedge when pouring concrete, and outside template and inboard template possess decurrent power, prevent that outside template and inboard template from taking place to incline, have reached and have improved pouring quality, and the gear is fixed the kicking block with the setting of turning handle, has reached the purpose of facilitating the use with simple and convenient.

Drawings

FIG. 1 is a schematic side cross-sectional view of the present utility model;

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

FIG. 3 is a schematic view of the three-dimensional structure of the inner form of the present utility model;

FIG. 4 is a schematic diagram of the distribution structure of the wedge block of the present utility model;

fig. 5 is an enlarged schematic view of the portion a in fig. 1 according to the present utility model.

In the figure: 1. a wall body; 2. an outer template; 3. an inner side template; 4. rib plates; 5. a threaded rod; 6. a top block; 7. a gear; 8. rotating the handle; 9. a fixing plate; 10. a fastening bolt; 11. a groove; 12. a pressing plate; 13. wedge blocks.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments.

Example 1:

referring to fig. 1 to 2, the present utility model provides the following technical solutions: the utility model provides a perforating steel mould structure is exempted from to constructional column template, including wall body 1 and its outside template 2 and inboard template 3 of installing in wall body 1 both sides, the surface fixedly connected with floor 4 of outside template 2, the bottom width and the thickness of floor 4 are all greater than the width and the thickness at the bottom top of floor 4, the bottom of floor 4 and the bottom border department fixed connection of outside template 2, the surface fixedly connected with floor 4 of inboard template 3, and the floor 4 that is connected outside the inboard template 3 outside is the same with the floor 4 structure that outside template 2 is connected, and floor 4 all is provided with two with the surface of outside template 2 in inboard template 3, and be symmetric distribution on the outside template 2 and inboard template 3 about outside template 2, the height of outside template 2 and inboard template 3 is all higher than the constructional column cell body's of wall body height, the top of outside template 2 is provided with the top of outside template 2 and inboard template 3 all is provided with outer edge, the top outer edge of outside template 2 and inboard template 3 is provided with top fixed establishment, the bottom outer edge of outside template 2 and inboard template 3 is provided with bottom fixed establishment, top fixed establishment is by top fixed establishment,

gear

6, 7 and 3, and the

equal clamp

10 and 13 are constituteed with the wedge-shaped template and 3 with the side template 3, the equal clamp 13 is fixed to form with the clamp 13.

When the wall body 1 is used, the outer side template 2 and the inner side template 3 are firstly placed on two sides of the wall body 1 respectively, then the outer side template 2 and the inner side template 3 are attached to the wall body 1, then the rotating handle 8 is installed at the bottom of the gear 7, the rotating handle 8 is rotated, the rotating handle 8 drives the gear 7 to rotate, the threaded rod 5 is rotated through meshing between the gears 7, the threaded rod 5 is enabled to move upwards on the top edges of the outer side template 2 and the inner side template 3, the top block 6 of the end of the threaded rod 5 is driven to abut against the wall body 1, the top of the outer side template 2 and the top of the inner side template 3 are enabled to abut against the wall body 1, then the fastening bolt 10 is driven to move downwards through the wrench, the pressing plate 12 is enabled to abut against the ground, at the moment, the outer side template 2 and the inner side template 3 are in a firm state, then concrete is filled at the filling opening of the top of the outer side template 2, and pouring can be completed after the height of the concrete exceeds the bottom edge of the wall body 1.

Example 2:

referring to fig. 3 to 5, the present utility model provides the following technical solutions: threaded holes are formed in the edges of the tops of the outer side template 2 and the inner side template 3, the threaded rod 5 is connected with the threaded holes, the top of the threaded rod 5 is fixedly connected with the bottom of the ejector block 6, the threaded rod 5 is provided with a plurality of threaded rods 2 and the top of the inner side template 3, the bottoms of the threaded rods 5 are fixedly connected with gears 7, the gears 7 at the bottoms of the adjacent threaded rods 5 are meshed with each other, the bottoms of the gears 7 are detachably connected with rotating handles 8, the fixing plate 9 is fixedly mounted on the outer side of the rib plate 4, the surface of the fixing plate 9 is provided with threaded holes, the fastening bolts 10 are in threaded connection with the threaded holes on the fixing plate 9, the bottoms of the fastening bolts 10 are fixedly connected with pressing plates, grooves 11 are formed in the edges of the bottoms of the outer side template 2 and the outer surface of the inner side template 3, the grooves 11 are located under the fastening bolts 10, the bottoms of the fastening bolts 10 are fixedly connected with pressing plates 12, the pressing plates 12 are in round shapes, the diameters of the pressing plates 12 are smaller than the diameters of the grooves 11, the wedge blocks 13 are arranged on the inner side of the outer side template 2 and the inner side template 3, and are in linear distribution, and the bottoms of the wedge blocks 13 are flush with the bottom surfaces of the outer side template 2 and the inner side template 3.

When the concrete pouring device is used, when concrete is poured, the contact area between the wedge-shaped blocks 13 and the templates is increased when the concrete is poured, and the pressure on the tops of the wedge-shaped blocks 13 is reduced to two sides of the templates, so that the templates can be effectively prevented from moving, the rib plates 4 are adopted, the thickness of the bottoms of the rib plates 4 is larger than that of the tops, the firmness of the bottoms is high, the templates can be effectively prevented from deforming, and the service life of the templates is prolonged.

The foregoing is only a preferred embodiment of the present utility model, but the scope of the present utility model is not limited thereto, and any person skilled in the art, who is within the scope of the present utility model, should make equivalent substitutions or modifications according to the technical scheme of the present utility model and the inventive concept thereof, and should be covered by the scope of the present utility model.

Claims

1. The utility model provides a constructional column template exempts from perforation steel mould structure, includes the wall body and installs outside template and inboard template in the wall body both sides, its characterized in that: the height of outside template and inboard template is higher than the height of the constructional column cell body of wall body, the top of outside template is provided with the filling opening, the bottom and the top of outside template and inboard template all are provided with outer edge, the top of outside template and inboard template is provided with top fixed establishment outward along, the bottom of outside template and inboard template is provided with bottom fixed establishment outward along, top fixed establishment comprises threaded rod, kicking block, gear and rotation handle, bottom fixed establishment comprises fixed plate, fastening bolt and clamp plate, the equal fixedly connected with wedge of the inboard of outside template and inboard template, outside template and inboard template all adopt steel moulding board.

2. A constructional column formwork perforation-free steel mould structure as claimed in claim 1, wherein: the outer surface fixedly connected with floor of outside template, the bottom width and the thickness of floor are all greater than the width and the thickness at the bottom top of floor, the bottom of floor and the bottom border department fixed connection of outside template.

3. A constructional column formwork perforation-free steel mould structure as claimed in claim 1, wherein: the outer surface fixedly connected with floor of inboard template, and the floor that is connected outside the inboard template is the same with the floor structure that is connected outside the outside template, and the floor all is provided with two with the surface of outside template in inboard template, and is symmetrical distribution on template and the inboard template in the about outside.

4. A constructional column formwork perforation-free steel mould structure as claimed in claim 1, wherein: threaded holes are formed in the edges of the tops of the outer side templates and the inner side templates, threaded rods are connected with the threaded holes, the tops of the threaded rods are fixedly connected with the bottoms of the jacking blocks, and a plurality of threaded rods are arranged at the tops of the outer side templates and the inner side templates.

5. The constructional column template perforation-free steel mould structure as claimed in claim 4, wherein: the bottom fixedly connected with gear of threaded rod is in the intermeshing between the gear of adjacent threaded rod bottom, and the detachable of the bottom of gear is connected with the rotation handle.

6. A constructional column formwork perforation-free steel mould structure as claimed in claim 1, wherein: the fixed plate is fixedly arranged on the outer side of the rib plate, a threaded hole is formed in the surface of the fixed plate, a fastening bolt is in threaded connection with the threaded hole on the fixed plate, and a pressing plate is fixedly connected to the bottom of the fastening bolt.

7. The constructional column template perforation-free steel mould structure according to claim 6, wherein: the edge of outside template and inboard template surface bottom is seted up flutedly, and the recess is located fastening bolt's bottom fixedly connected with clamp plate under, and the clamp plate is circular setting, and the diameter of clamp plate is less than the diameter of recess.

8. A constructional column formwork perforation-free steel mould structure as claimed in claim 1, wherein: the wedge is provided with a plurality of in outside template and inboard template inboard, and is linear distribution, and the bottom of wedge and outside template and the bottom surface parallel and level of inboard template.