CN109424084A - It is a kind of support adjust wall element and wall element adjusting method - Google Patents

It is a kind of support adjust wall element and wall element adjusting method Download PDF

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Publication number
CN109424084A
CN109424084A CN201710721246.1A CN201710721246A CN109424084A CN 109424084 A CN109424084 A CN 109424084A CN 201710721246 A CN201710721246 A CN 201710721246A CN 109424084 A CN109424084 A CN 109424084A
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CN
China
Prior art keywords
wall element
sliding
adjusting rod
plasterboard
fixed
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Granted
Application number
CN201710721246.1A
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CN109424084B (en
Inventor
王鹏起
何亮
谭丹君
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Beijing New Building Material Group Co Ltd
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Beijing New Building Material Group Co Ltd
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Priority to CN201710721246.1A priority Critical patent/CN109424084B/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74Removable non-load-bearing partitions; Partitions with a free upper edge

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

The adjusting method of a kind of wall element for supporting to adjust and wall element is disclosed herein, and wall element includes fixed wall element and sliding wall element, and the sliding wall element is used to connect the fixed wall element and building structure metope;Sliding rail is provided on the inside of the fixed wall element, the sliding wall element is arranged on the sliding rail by connection frame, and the glide direction of the sliding rail is parallel to the metope direction of the fixed wall element;Telescopic supporting rod is provided on the inside of the sliding wall element, the telescopic supporting rod is used to adjust the thickness of the sliding wall element.Adjusting method includes the following steps: step a, and fixed wall element is installed to predeterminated position;Step b, sliding wall element is skidded off on the inside of fixed wall element and etc..The application can be applied to wall technology field, and the installation effectiveness of wall element can be effectively improved using the application, can be effectively reduced the labor intensity of worker.

Description

It is a kind of support adjust wall element and wall element adjusting method
Technical field
This application involves but be not limited to wall technology field, especially a kind of wall element and wall list for supporting to adjust The adjusting method of member.
Background technique
In the prior art, inner wall production usually carries out site operation using light metal keel and plasterboard, this causes to apply Work scene is in disorder, and the building wastes such as waste material, leftover pieces are excessive, is not appropriate for that wall is removable to be recycled, and scene The amount of labour used is larger, cost of labor is excessively high, construction dimensional accuracy is lower.
It is response country to the environmentally protective of novel building, batch production, rapid, removable, closed matereial cycle political affairs Plan guilding principle greatly develops novel fabricated wall technology.Assembled wall is respectively provided with standard module, such as wall element at present Width is 400mm, 600mm, 1200mm etc., but in the actual construction process, the space in house is according to layout, last block Wall element is substantially inconsistent with standard module when installing, therefore there is still a need for the manual systems in scene for the installation of last block wall element Make, there certainly will be certain defect in this way, such as there are a small amount of waste material, noise environmental pollution, scene also needs to be equipped with a technology Experienced operator, labor intensity improve, and installation duration increases.
Therefore, how to solve the problems, such as last block wall element in assembled wall installation process, be current assembled Wall technical problem urgently to be solved.
Summary of the invention
The application solve the technical issues of be to provide it is a kind of supports adjusting wall element and wall element adjusting side Method can effectively overcome defect existing in the prior art, can effectively improve the installation effectiveness of wall element, can effectively drop The labor intensity of low worker.
In order to solve the above technical problems, this application provides a kind of wall element for supporting to adjust, including fixed wall list Member and sliding wall element, the sliding wall element is for connecting the fixed wall element and building structure metope;
Sliding rail is provided on the inside of the fixed wall element, the sliding wall element is arranged by connection frame On the sliding rail, the glide direction of the sliding rail is parallel to the metope direction of the fixed wall element;
Telescopic supporting rod is provided on the inside of the sliding wall element, the telescopic supporting rod is for adjusting the sliding The thickness of wall element.
The wall element that above-mentioned support is adjusted, can also have following features,
The fixed wall element includes keel component and the first plasterboard that keel component two sides are arranged in, the sliding The inner side of the first plasterboard is arranged in track.
The wall element that above-mentioned support is adjusted, can also have following features,
The sliding wall element includes the second plasterboard that the telescopic supporting rod two sides are arranged in, the connection frame Bottom end is provided with the sliding block for matching the sliding rail.
The wall element that above-mentioned support is adjusted, can also have following features,
The telescopic supporting rod includes tubular shell, the spring being arranged in inside tubular shell and is separately connected spring two First adjusting rod, second adjusting rod at end;
End, the second adjusting rod end far from first adjusting rod of first adjusting rod far from the second adjusting rod All extend to the outside of the tubular shell, and the second plasterboard for being separately connected two sides.
The wall element that above-mentioned support is adjusted, can also have following features,
It is provided with protrusion on the side wall of first adjusting rod and the second adjusting rod, is opened on the side wall of the tubular shell Equipped with the sliding slot for accommodating the protrusion;
When the protrusion of first adjusting rod and the second adjusting rod is located at the both ends of the sliding slot, the sliding wall The thickness of unit is equal to the thickness of the fixed wall element, and the spring is in free state or compressive state.
The wall element that above-mentioned support is adjusted, can also have following features,
It is evenly distributed on the side wall of first adjusting rod and the second adjusting rod and is provided with multiple protrusions, the tubulose Correspondence offers multiple sliding slots on the side wall of shell.
The wall element that above-mentioned support is adjusted, can also have following features,
The tubular shell includes symmetrically arranged two semicircle pipe fittings, and two semicircle pipe fittings connect and compose the tubular shell Body.
In order to solve the above technical problems, including the following steps: present invention also provides a kind of adjusting method of wall element
Fixed wall element is installed to predeterminated position by step a;
Sliding wall element is skidded off on the inside of fixed wall element, and will slide wall element close to house by step b Cut out the plasterboard for going predetermined width in one end of structure metope;Wherein, the width of remaining plasterboard is equal to fixed wall element and room Width between room structure metope;
Step c slides into sliding wall element at building structure metope, and the both ends of telescopic supporting rod extend outwardly, with Flush the gypsum board surface for sliding wall element and the gypsum board surface of fixed wall element.
The adjusting method of above-mentioned wall element can also have following features,
It cuts out and goes the plasterboard of predetermined width to include:
Fixed the distance between wall element and building structure metope a is measured, the original width of sliding wall element is calculated Difference b between value and a will slide wall element close to the plasterboard of one end cutting width b of building structure metope, and will cut The part cut bends inwards.
The adjusting method of above-mentioned wall element can also have following features,
Further include step d, step d after step c, the plasterboard for sliding wall element and day keel, ground joist are distinguished It is connected and fixed.
The application above-mentioned technical proposal has the following beneficial effects:
Compared with the prior art, the application can be realized sliding wall element by the setting of above-mentioned sliding rail Slide;By the setting of above-mentioned telescopic supporting rod, the variation of the thickness of sliding wall element can be can be realized, with can be real Now while the convenient slide fixed in wall element, the surface that also can be realized plasterboard flushes sliding wall element Setting, effectively to make up the space of this nonstandard size.
Other features and advantage will illustrate in the following description, also, partly become from specification It obtains it is clear that being understood by implementing the embodiment of the present invention.The purpose of the application and other advantages can be by illustrating Specifically noted structure is achieved and obtained in book, claims and attached drawing.
Detailed description of the invention
Attached drawing is used to provide to further understand technical scheme, and constitutes part of specification, with this The embodiment of application is used to explain the technical solution of the application together, does not constitute the limitation to technical scheme.
Fig. 1 is the structural schematic diagram one of the embodiment of the present invention one;
Fig. 2 is the structural schematic diagram two of the embodiment of the present invention one;
Fig. 3 is the telescopic supporting rod structure sectional view of the embodiment of the present invention one;
Fig. 4 is the telescopic supporting rod structure top view of the embodiment of the present invention one;
Fig. 5 is the structural schematic diagram one of the embodiment of the present invention two;
Fig. 6 is the structural schematic diagram two of the embodiment of the present invention two;
Fig. 7 is the structural schematic diagram three of the embodiment of the present invention two;
Fig. 8 is the structural schematic diagram four of the embodiment of the present invention two;
It illustrates:
1- fixes wall element, and 2- slides wall element, 3- building structure metope;
11- sliding rail, the first plasterboard of 12-;
21- telescopic supporting rod, 211- tubular shell, the first adjusting rod of 212-, the second adjusting rod of 213-, 214- protrusion, 215- spring, 216- sliding slot, 22- connection frame, the second plasterboard of 23-.
Specific embodiment
Embodiments herein is described in detail below in conjunction with attached drawing.It should be noted that not conflicting In the case of, the features in the embodiments and the embodiments of the present application can mutual any combination.
In the prior art, standard wall element width is the standard sizes such as 400mm, 600mm or 1200mm, the interior space Size is different, and the size that will result directly between the standard wall element of last block and building structure wall is mostly nonstandard Size can not realize modular production.Currently, the wall installation of this nonstandard size can only be at the scene according to different rulers It is very little, different keel connecting structures is accordingly set, and corresponding plasterboard is laid on keel connecting structure, it is non-to make up this The installation space of dimensioning, aforesaid operations are bothersome laborious.
In order to effectively solve this defect in the prior art, the application now proposes following embodiment:
Embodiment one:
As shown in Figure 1, Figure 2, the embodiment of the present invention one provides a kind of wall element for supporting to adjust, including fixed wall Body unit 1 and sliding wall element 2, sliding wall element 2 is for being connected and fixed wall element 1 and building structure metope 3;Its In, above-mentioned fixed wall element 1 is normal width, can be cut out according to fixed the distance between wall element 1 and building structure metope 3 The sliding unit wall of respective width out, to make up the space of this nonstandard size.
In the present embodiment, the inside of above-mentioned fixed wall element 1 is provided with sliding rail 11, and sliding wall element 2 passes through Connection frame 22 is arranged on sliding rail 11, and the glide direction of sliding rail 11 is parallel to the gypsum plate face of fixed wall element 1 Direction;The inside of sliding wall element 2 is additionally provided with telescopic supporting rod 21, and telescopic supporting rod 21 is for adjusting sliding wall element 2 thickness.
In concrete operations, the sliding behaviour of sliding wall element 2 by the setting of above-mentioned sliding rail 11, can be can be realized Make;By the setting of above-mentioned telescopic supporting rod 21, the variation of the thickness of sliding wall element 2 can be can be realized;When sliding wall When unit 2 is located at fixed 1 inside of wall element, telescopic supporting rod 21 is in compressive state, to guarantee the thickness of sliding wall element 2 Degree is less than the space width inside fixed wall element 1.When need will sliding wall element 2 be mounted on fixed wall element 1 with When between building structure metope 3, sliding wall element 2 can be skidded off by sliding rail 11 and be detached from fixed wall element 1 Inner space, with setting between fixed wall element 1 and building structure wall 3.
It should be noted that when sliding wall element 2 and skidding off fixed wall element 1, fixed wall element 1 is released to stretching The both ends of the limitation of contracting support rod 21, telescopic supporting rod 21 can extend outwardly so that the thickness of wall body for sliding wall element 2 is equivalent In the thickness of wall body of fixed wall element 1, realizes that the surface of plasterboard flushes setting, can effectively make up this nonstandard size Space.In addition, above-mentioned connection frame 22 can be bent metallic support, it can effectively meet sliding 2 thickness tune of wall element The needs of section can be adapted to the telescopic variation of telescopic supporting rod 21.
Compared with the prior art, the application, can be directly by setting solid in last nonstandard size wall installation process Determine the sliding wall element 2 inside wall element 1 to release, and plasterboard is cut into the size in nonstandard space;In telescopic supporting rod Under the action of 21, so that the thickness of sliding wall element 2 is equal to the thickness of fixed wall element 1, gypsum board surface is realized Setting is flushed, by being connected and fixed between plasterboard and day keel, ground joist, is finally completed the installation of nonstandard size wall, With time saving and energy saving advantageous effects.
As shown in Fig. 2, above-mentioned fixed wall element 1 includes keel component and is arranged in keel component two in the present embodiment The inner side of the first plasterboard 12 is arranged in first plasterboard 12 of side, sliding rail 11.
, can be by the setting of above-mentioned keel component in concrete operations, can be realized fixed wall element 1 stablizes support; In installation process, it can will be connected with each other between the first plasterboard 12 and keel component, above-mentioned keel component may include more A centre keel and multiple stull keel are subject to and realize that stablizing for fixed wall element 1 supports.
It should be noted that fixed wall element 1 includes symmetrically arranged two the first plasterboards and two keel components, It can be connected by keel connecting member between two keel components, keel connecting member setting is in fixed wall element 1 far from house The side of structure metope;Wherein, fixed wall element 1 can be used for installing close to the inner space of the side of building structure metope State sliding wall element 2.
As shown in Fig. 2, in the present embodiment, above-mentioned sliding wall element 2 includes that 21 two sides of telescopic supporting rod are arranged in Two plasterboards 23, the bottom end of connection frame 22 are provided with the sliding block for matching the sliding rail 11.
In concrete operations, being preferably provided with by above-mentioned telescopic supporting rod 21, can be realized sliding wall element 2 thickness Spend convenient adjusting operation, on the one hand, can satisfy sliding wall element 2 in the sliding demand of fixed 1 inside of wall element;It is another Aspect slides 23 table of the second plasterboard of wall element 2 after capable of also guaranteeing that sliding wall element 2 is detached from fixed wall element 1 Face flushes setting with 12 surface of the first plasterboard of fixed wall element 1, to meet the flatness demand of floor space metope.It is sliding During dynamic, sliding block can be embedded in sliding rail 11, to improve the slide stability of sliding wall element 2.
Further, in order to effectively improve sliding wall element 2 structural stability;Preferably, in the present embodiment, The inside of above-mentioned sliding wall element 2 is evenly arranged with multiple telescopic supporting rods 21.
In concrete operations, sliding wall element 2 can be effectively improved by the setting of above-mentioned multiple telescopic supporting rods 21 Internal structural stability can effectively avoid only supporting brought Stable Defects by a telescopic supporting rod 21, in turn The structural stability of wall element entirety can be effectively improved;In the present embodiment, the inside of sliding wall element 2 may be provided with 3 A telescopic supporting rod 21 is located at the position of upper, middle and lower three.
In conjunction with shown in Fig. 3, Fig. 4, in the present embodiment, above-mentioned telescopic supporting rod 21 includes tubular shell 211, is arranged in tubulose Spring 215 inside shell 211 and it is separately connected first adjusting rod 212 at 215 both ends of spring, the second adjusting rod 213;First End of the adjusting rod 212 far from the second adjusting rod 213, the second adjusting rod 213 are all extended to far from the end of the first adjusting rod 212 The outside of tubular shell 211, and the second plasterboard 23 for being separately connected two sides.
In concrete operations, when sliding wall element 2 and being located at the inner space for fixing wall element 1, wall element 2 is slided The second plasterboard 23 12 inside of the first plasterboard of fixed wall element 1 is set, telescopic supporting rod 21 is in compressive state, That is the first adjusting rod 212 and the second adjusting rod 213 are mobile to centre respectively, will be located at the first adjusting rod 212 and second and adjust Spring 215 between bar 213 compresses.
When sliding wall element 2 between fixed wall element 1 and building structure metope 3, the first plasterboard 12 solution Except the limitation to the second plasterboard 23, the first adjusting rod 212 and the second adjusting rod 213 are under the action of middle springs 215, respectively Extend to both ends, so that the thickness of wall body of sliding wall element 2 becomes larger, and identical as the fixed thickness of wall body of wall element 1, with That realizes the first plasterboard 12 and the second plasterboard 23 flushes setting.
In conjunction with shown in Fig. 3, Fig. 4, in the present embodiment, on the side wall of above-mentioned first adjusting rod 212 and the second adjusting rod 213 It is provided with protrusion 214, is offered on the side wall of tubular shell 211 for accommodating raised 214 sliding slot 216;First is adjusted When the protrusion of bar 212 and the second adjusting rod 213 is located at the both ends of sliding slot 216, the thickness of sliding wall element 2 is equal to described The thickness of fixed wall element 1, spring 215 are in free state or compressive state.
In concrete operations, above-mentioned sliding slot 216 is equipped with protrusion 214, can effectively ensure that sliding wall element 2 Thickness of wall body is identical as the fixed thickness of wall body of wall element 1, after can effectively ensure that sliding wall element 2 is installed in place, the It is to flush setting between one plasterboard 12 and the second plasterboard 23;Above-mentioned sliding slot 216 can be realized the sliding limit behaviour of protrusion 214 Make;Outside Slideslip under the action of spring 215 of protrusion 214, when protrusion 214 slides into the end of sliding slot 216, protrusion 214 Stopping sliding being limited by 216 end of sliding slot and is parked in current location.
It should be noted that spring 215 is preferably contraction state, i.e., when protrusion 214 slides into the end of sliding slot 216 Spring 215 is still applied to the first adjusting rod 212 and the outwardly extending elastic force of the second adjusting rod 213, and the limitation of sliding slot 216 first is adjusted The operation that extends outwardly of pole 212 and the second adjusting rod 213 enables the end position for being maintained at sliding slot 216 that protrusion 214 is stable It sets, and then can guarantee to slide the structural stability of wall element 2.
In conjunction with shown in Fig. 3, Fig. 4, in the present embodiment, on the side wall of above-mentioned first adjusting rod 212 and the second adjusting rod 213 It is evenly distributed and is provided with multiple raised 214, correspondence offers multiple sliding slots 216 on the side wall of the tubular shell 211.
It is circumferentially arranged on the side wall of above-mentioned first adjusting rod 212 and the second adjusting rod 213 to have 2 in concrete operations Protrusion 214 accordingly offers 2 sliding slots 216,2 protrusions of above-mentioned first adjusting rod 212 on the side wall of tubular shell 211 214,2 sliding slots 216 of 2 protrusions 214 of the second adjusting rod 213 and tubular shell 211 correspond;Above-mentioned multiple protrusions 214 are equipped with multiple sliding slots 216, can effectively improve the structural stability of telescopic supporting rod 21, more particularly to improve The operational stability when stretching or contraction of telescopic supporting rod 21.
In the present embodiment, above described tubular shell 211 includes symmetrically arranged two semicircle pipe fittings, two semicircle pipe fitting connections Tubular shell 211 is constituted, the above-mentioned tubular shell 211 in split settings can effectively improve the assembling effect of telescopic supporting rod 21 Rate.
In installation process, the protrusion 214 of the first adjusting rod 212 and the second adjusting rod 213 can be inserted respectively into wherein one In sliding slot 216 in a semicircle pipe fitting, another semicircle pipe fitting is located in into the first adjusting rod 212 and the second adjusting rod 213 Top, and be connected with each other two semicircle pipe fittings by connector.
Embodiment two:
Second embodiment of the present invention provides a kind of adjusting methods of one wall element of Application Example, include the following steps:
Fixed wall element is installed to predeterminated position by step a;
Step b, as shown in figure 5, sliding wall element is skidded off on the inside of fixed wall element;As shown in Figure 6, Figure 7, And sliding wall element is cut out to the plasterboard for going predetermined width close to one end of building structure metope;Wherein, remaining plasterboard Width is equal to the width between fixed wall element and building structure metope;
Step c slides into sliding wall element at building structure metope, as shown in figure 8, the both ends of telescopic supporting rod 21 Extend outwardly, so that the gypsum board surface of sliding wall element is flushed with the gypsum board surface of fixed wall element.
In conjunction with shown in Fig. 6, Fig. 7, it may include: to measure fixed wall element and room that above-mentioned sanction, which removes the plasterboard of predetermined width, The distance between room structure metope a calculates the difference b between the original width value and a of sliding wall element, will slide wall list The plasterboard of one end cutting width b of the close building structure metope of member, and the part of cutting is bent inwards.
In concrete operations, the width of above-mentioned fixed wall element is normal width 600mm, slides the initial width of wall element Degree is 500mm.After installing the last one standard wall element, if the spacing between fixed wall element and building structure metope For nonstandard size 350mm, then needs to slide wall element and be cut into 350mm width, can complete to fill this non-scale Very little space.
In tailoring process, needs to slide wall element and cut close to the end of building structure metope by wallpaper knife The plasterboard of 150mm width, and the plasterboard after cutting is bent inwards, it is located at the inside of sliding wall element;At this point, The width for sliding wall element residue plasterboard is 350mm, can will be fixed nonstandard between wall element and building structure metope Spatial integrity filling.
It further, further include step d after above-mentioned steps c in the present embodiment;Wherein, step d will slide wall list The plasterboard and day keel, ground joist of member are separately connected fixation.In concrete operations, pass through above-mentioned plasterboard and day keel, pheretima Connection between bone, the final position that sliding wall element can be realized is fixed, and then completes the wall of final stage nonstandard size Body installation operation.
In the description of the present application, term " installation ", " connected ", " connection ", " fixation " etc. be shall be understood in a broad sense, example Such as, " connection " may be fixed connection or may be dismantle connection, or integral connection;It can be directly connected, it can also be with Indirectly connected through an intermediary.For the ordinary skill in the art, above-mentioned art can be understood as the case may be The concrete meaning of language in this application.
In the description of this specification, the description of term " one embodiment ", " some embodiments ", " specific embodiment " etc. Mean that particular features, structures, materials, or characteristics described in conjunction with this embodiment or example are contained at least one reality of the application It applies in example or example.In the present specification, schematic expression of the above terms are not necessarily referring to identical embodiment or reality Example.Moreover, description particular features, structures, materials, or characteristics can in any one or more of the embodiments or examples with Suitable mode combines.
Although those skilled in the art should be understood that embodiment disclosed by the embodiment of the present invention is as above, described The content only embodiment of the present invention and the embodiment that uses for ease of understanding, be not intended to limit the invention embodiment.It is any Technical staff in fields of the embodiment of the present invention, in the premise for not departing from spirit and scope disclosed by the embodiment of the present invention Under, any modification and variation, but the scope of patent protection of the embodiment of the present invention can be carried out in the form and details of implementation, Still it should be subject to the scope of the claims as defined in the appended claims.

Claims (10)

1. a kind of wall element for supporting to adjust, which is characterized in that including fixed wall element and sliding wall element, the cunning Dynamic wall element is for connecting the fixed wall element and building structure metope;
Sliding rail is provided on the inside of the fixed wall element, the sliding wall element is arranged by connection frame described On sliding rail, the glide direction of the sliding rail is parallel to the metope direction of the fixed wall element;
Telescopic supporting rod is provided on the inside of the sliding wall element, the telescopic supporting rod is for adjusting the sliding wall The thickness of unit.
2. the wall element according to claim 1 for supporting to adjust, which is characterized in that
The fixed wall element includes keel component and the first plasterboard that keel component two sides are arranged in, the sliding rail The inner side of first plasterboard is set.
3. the wall element according to claim 2 for supporting to adjust, which is characterized in that
The sliding wall element includes the second plasterboard that the telescopic supporting rod two sides are arranged in, the bottom end of the connection frame It is provided with the sliding block for matching the sliding rail.
4. the wall element according to claim 3 for supporting to adjust, which is characterized in that
The telescopic supporting rod includes tubular shell, the spring being arranged in inside tubular shell and is separately connected both ends of the spring First adjusting rod, the second adjusting rod;
End, the second adjusting rod end far from first adjusting rod of first adjusting rod far from the second adjusting rod are prolonged Extend to the outside of the tubular shell, and the second plasterboard for being separately connected two sides.
5. the wall element according to claim 4 for supporting to adjust, which is characterized in that
It is provided with protrusion on the side wall of first adjusting rod and the second adjusting rod, is offered on the side wall of the tubular shell For accommodating the sliding slot of the protrusion;
When the protrusion of first adjusting rod and the second adjusting rod is located at the both ends of the sliding slot, the sliding wall element Thickness be equal to the thickness of the fixed wall element, the spring is in free state or compressive state.
6. the wall element according to claim 5 for supporting to adjust, which is characterized in that
It is evenly distributed on the side wall of first adjusting rod and the second adjusting rod and is provided with multiple protrusions, the tubular shell Side wall on correspondence offer multiple sliding slots.
7. the wall element according to claim 5 for supporting to adjust, which is characterized in that
The tubular shell includes symmetrically arranged two semicircle pipe fittings, and two semicircle pipe fittings connect and compose the tubular shell.
8. a kind of adjusting method applied to the wall element any in claim 1-7, which is characterized in that including as follows Step:
Fixed wall element is installed to predeterminated position by step a;
Sliding wall element is skidded off on the inside of fixed wall element, and will slide wall element close to building structure by step b Cut out the plasterboard for going predetermined width in one end of metope;Wherein, the width of remaining plasterboard is equal to fixed wall element and house knot Width between structure metope;
Step c slides into sliding wall element at building structure metope, and the both ends of telescopic supporting rod extend outwardly, so that sliding The gypsum board surface of dynamic wall element is flushed with the gypsum board surface of fixed wall element.
9. the adjusting method of wall element according to claim 8, which is characterized in that
It cuts out and goes the plasterboard of predetermined width to include:
Fixed the distance between wall element and building structure metope a is measured, the original width value and a of sliding wall element are calculated Between difference b, wall element will be slided close to the plasterboard of one end cutting width b of building structure metope, and by cutting Part bends inwards.
10. the adjusting method of wall element according to claim 8, which is characterized in that it further include step d after step c,
The plasterboard for sliding wall element and day keel, ground joist are separately connected fixation by step d.
CN201710721246.1A 2017-08-21 2017-08-21 Wall unit supporting adjustment and adjustment method of wall unit Active CN109424084B (en)

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CN110954355A (en) * 2019-12-25 2020-04-03 扬州大学 Test bed for minimum living space
CN110954355B (en) * 2019-12-25 2021-07-09 扬州大学 Test bed for minimum living space

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