CN211473627U

CN211473627U - Prefabricated enclosure structure

Info

Publication number: CN211473627U
Application number: CN201922206465.3U
Authority: CN
Inventors: 江笠生; 李定泽; 仇多宏; 程佳
Original assignee: Hefei Guorui Integrated Construction Technology Co ltd
Current assignee: Hefei Guorui Integrated Construction Technology Co ltd
Priority date: 2019-12-10
Filing date: 2019-12-10
Publication date: 2020-09-11
Anticipated expiration: 2029-12-10

Abstract

The utility model belongs to the technical field of building enclosure technique and specifically relates to a prefabricated enclosure structure, including the dustcoat dish, set up on the dustcoat dish and link up its groove of building, and the bottom of dustcoat dish is installed and is fixed the end cone in the foundation ditch with the dustcoat dish, the inner chamber cover of dustcoat dish is equipped with the inner cover dish that removes along the inner chamber wall of dustcoat dish, the groove of building on the dustcoat dish link up interior dustcoat dish, the outside cover of interior dustcoat dish is equipped with and removes the set, it slides in the adjustment tank to remove the set, and the adjustment tank is seted up on the inner chamber wall of dustcoat dish. Through the firm subassembly of foundation ditch that outer housing disk and interior housing disk are constituteed, make the firm fixing of enclosure of concatenation and installation in the foundation ditch in the work progress, this sub-assembly can be according to foundation ditch degree of depth adjustment combination height simultaneously to better fix and firm work, simple structure, construction convenience.

Description

Prefabricated enclosure structure

Technical Field

The utility model relates to a building enclosure technical field especially relates to a prefabricated enclosure structure.

Background

The prefabricated enclosing wall is also called prefabricated component combined enclosing wall, is a temporary engineering enclosing wall made up by adopting new wall body materials of magnesium chloride, pearlite, sand and cement according to scientific proportioning and adopting special production process, and can be extensively used in various construction engineering fields of building site, urban construction, environment beautification and industrial technological transformation, etc..

The invention patent with the existing application number of 201910080301.2 discloses an integrated precast concrete enclosure, which has the advantages of few components, great saving of the usage amount of building materials and the occupied space of the enclosure, reduction of the weight of a wall body, reduction of the sinking risk of a foundation and the like.

Although the component of this integral type precast concrete enclosure has been solved precast concrete enclosure is complicated, greatly increased building material's quantity, the cost of construction has been increased, even because the component leads to wall weight to increase, increase the problem of the sunken risk of ground, but need be in the installation foundation ditch of the regional certain degree of depth of excavation of enclosure (decide according to on-the-spot soil texture structure condition) of building in the work progress, carry out the compaction and level, still need lay the levelling layer etc. about thirty millimeters toward the bottom of installation foundation ditch, the operation process complexity is high, and the steadiness is difficult to guarantee.

SUMMERY OF THE UTILITY MODEL

The utility model aims at solving the installation foundation ditch that needs excavation certain degree of depth (decide according to on-the-spot soil texture condition) in the prior art's work progress in the enclosure area, carry out the compaction and level, still need lay the leveling layer etc. about thirty millimeters toward the bottom of installation foundation ditch, the operation process complexity is high, and the steadiness is difficult to the shortcoming of guaranteeing, and the prefabricated enclosure structure that provides.

In order to achieve the above purpose, the utility model adopts the following technical scheme:

the utility model provides a prefabricated enclosure structure, includes the dustcoat dish, set up the groove of building that link up it on the dustcoat dish, and the bottom of dustcoat dish is installed and is fixed the end cone in the foundation ditch with the dustcoat dish.

Preferably, the inner cover disc moving along the inner cavity wall of the outer cover disc is sleeved in the inner cavity of the outer cover disc, and the building groove in the outer cover disc penetrates through the inner cover disc.

Preferably, the outer cover of interior housing disc is equipped with and removes the retainer plate, remove the retainer plate and slide in the adjustment tank, and the adjustment tank is seted up on the inner chamber wall of dustcoat dish, handheld handle is installed at the top of interior housing disc, it is equipped with the fixed plate that link up it and make dustcoat dish and interior housing disc's position fixed mutually to build the groove.

The utility model provides a pair of prefabricated enclosure structure, beneficial effect lies in:

through the firm subassembly of foundation ditch that outer housing disk and interior housing disk are constituteed, make the firm fixing of enclosure of concatenation and installation in the foundation ditch in the work progress, this sub-assembly can be according to foundation ditch degree of depth adjustment combination height simultaneously to better fix and firm work, simple structure, construction convenience.

The utility model discloses simple structure, the simple operation, the installation foundation ditch that needs to excavate certain degree of depth (decide according to on-the-spot soil texture structural conditions) in the solution prior art's that can be fine the work progress, carry out the compaction and level, still need lay the leveling layer etc. about thirty millimeters toward the bottom of installation foundation ditch, the operation process complexity is high, and the steadiness is difficult to the shortcoming of guaranteeing, has stronger practicality.

Drawings

Fig. 1 is a schematic structural view of the outer cover plate of the present invention;

fig. 2 is a schematic diagram of the turning structure of fig. 1 in the present invention;

FIG. 3 is a schematic view of the combination structure of the outer cover plate and the inner cover plate of the present invention;

fig. 4 is a schematic structural view of the middle inner cover plate of the present invention.

In the figure: 1-outer cover plate, 11-groove building, 12-bottom cone, 13-adjusting groove, 2-inner cover plate, 21-movable sleeve plate, 22-handle and 3-fixing plate.

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.

Referring to fig. 1-4, a prefabricated enclosure structure, including the dustcoat dish 1, set up on the dustcoat dish 1 and link up its groove 11 of building, and the bottom of dustcoat dish 1 installs the end cone 12 of fixing the dustcoat dish 1 in the foundation ditch, dig the back in the foundation ditch, directly place the dustcoat dish 1 in the foundation ditch, then make end cone 12 fix at the foundation ditch inner bottom, keep the stability of dustcoat dish 1, then according to the construction needs, pour into earth or concrete etc. into the dustcoat dish 1, earth, concrete are full of dustcoat dish 1 and lead out to the foundation ditch in through groove 11, thereby guarantee the stability of installing in the foundation ditch of dustcoat dish 1, carry out synchronous fixed to the concrete enclosure of concatenation and installation simultaneously, the foundation ditch is firm simple in structure, convenient construction and stability are strong.

The inner cover dish 2 that the inner chamber cover of dustcoat dish 1 was equipped with and removed along the inner chamber wall of dustcoat dish 1, build groove 11 on the dustcoat dish 1 and link up inner cover dish 2, through with inner cover dish 2 suit in dustcoat dish 1, make dustcoat dish 1 and inner cover dish 2 constitute different height according to the degree of depth of foundation ditch, after inner cover dish 2 removed the assigned position along the inner chamber wall of dustcoat dish 1, the staff can hand earlier and carry out the packing of earth or concrete in the built-up member of inner cover dish 2 and dustcoat dish 1, pour, inner cover dish 2 loosens again after the rigidity in dustcoat dish 1, splice and install the concrete enclosure at last, when guaranteeing enclosure and foundation ditch connection firm intensity, this subassembly adaptability has been improved.

The outside cover of inner shroud dish 2 is equipped with and removes the set 21, it slides in adjustment tank 13 to remove the set 21, and adjustment tank 13 sets up on the inner chamber wall of outer shroud dish 1, handheld handle 22 is installed at the top of inner shroud dish 2, be equipped with the fixed plate 3 that link up it and make outer shroud dish 1 and inner shroud dish 2 fixed mutually in the groove 11 of building, hold handle 22 pulling inner shroud dish 2, make inner shroud dish 2 drive and remove set 21 and slide in adjustment tank 13, after the interval between the top of inner shroud dish 2 and outer shroud dish 1 bottom encloses the degree of depth that adapts to the foundation ditch, link up the relative position of building groove 11 to outer shroud dish 1 and inner shroud dish 2 with fixed plate 3, further guarantee the stability of outer shroud dish 1 and inner shroud dish 2 relative position, then carry out subsequent construction.

The working principle is as follows:

after the foundation pit is dug, the outer cover disc 1 is directly placed in the foundation pit, then the bottom cone 12 is fixed at the inner bottom of the foundation pit, the stability of the outer cover disc 1 is kept, the inner cover disc 2 is sleeved in the outer cover disc 1, the inner cover disc 2 is pulled to enable the inner cover disc 2 to drive the movable cover disc 21 to slide in the adjusting groove 13, the distance between the top end of the inner cover disc 2 and the bottom end of the outer cover disc 1 is made to form the depth suitable for the foundation pit, then soil, concrete and the like are injected into the outer cover disc 1 according to construction requirements, the soil and the concrete are filled in the outer cover disc 1 and are guided out to the foundation pit through the building groove 11, the combined parts of the outer cover disc 1 and the inner cover disc 2 are fixed in the foundation pit, and meanwhile, the assembled enclosing wall is effectively fixed.

In the description of the present invention, it is to be understood that the terms "upper", "bottom", "inner chamber wall", "outer", etc. indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the present invention.

In the present invention, unless otherwise specified or limited, the terms "open", "install", "set", "through", "slide", and the like shall be understood in a broad sense, and unless otherwise specified, those skilled in the art can understand the specific meaning of the above terms in the present invention according to specific situations.

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. A prefabricated enclosure structure, characterized by: including the dustcoat dish, set up the groove of building that link up it on the dustcoat dish, and the bottom of dustcoat dish is installed and is fixed the end cone in the foundation ditch with the dustcoat dish.

2. A prefabricated enclosure structure as claimed in claim 1 wherein: the inner cavity of the outer cover disc is sleeved with an inner cover disc moving along the inner cavity wall of the outer cover disc, and the building groove in the outer cover disc penetrates through the inner cover disc.

3. A prefabricated enclosure structure as claimed in claim 2 wherein: the outer cover plate is sleeved with a movable cover plate, the movable cover plate slides in an adjusting groove, the adjusting groove is formed in the wall of an inner cavity of the outer cover plate, and a fixing plate which penetrates through the inner cover plate and enables the outer cover plate and the inner cover plate to be fixed is arranged in the building groove.