CN206987065U - A kind of constraint anchor of outer eaves dry wall - Google Patents
A kind of constraint anchor of outer eaves dry wall Download PDFInfo
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- CN206987065U CN206987065U CN201720910739.5U CN201720910739U CN206987065U CN 206987065 U CN206987065 U CN 206987065U CN 201720910739 U CN201720910739 U CN 201720910739U CN 206987065 U CN206987065 U CN 206987065U
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Abstract
The utility model discloses a kind of constraint anchor of outer eaves dry wall, the thickness 3mm that its structure is made up of the long panel of the length 93mm as substrate material, length 40mm short face plate, the L-shaped stainless steel plate of width 41mm contour structures shapes and its neck of the setting on long panel and the secured adjusted hole of the setting on short face plate are formed, wherein：Neck is carried out cutting to be formed after the left and right sides that the length of side is 10mm is upturned in " Π " shape body being formed by long panel middle, the width 5mm of neck；The planform in secured adjusted hole is Long Circle, the long 27mm in hole, arc radius 4mm, is all 17mm away from both sides away from top 7mm.The neck is used for the steel tie mesh sheet for constraining width 55mm, the outer eaves dry wall of drawknot.The utility model has adds constraint anchor to block steel tie mesh sheet within the walls outside on leaf wall, steel tie mesh sheet is goed deep among mortar joint when building siphonal lobe wall by laying bricks or stones, and exterior wall internal lobe wall and siphonal lobe wall are effectively linked together, and ensures the beneficial effect of the globality of wall.
Description
Technical field
A kind of constraint anchor, more particularly to a kind of constraint anchor of outer eaves dry wall are the utility model is related to, belongs to building
Field of engineering technology.
Background technology
Tai'an road No.1 institute, the institute of Tai'an road four for being located in Tianjin Tai'an road build for European style, and its exterior wall is
Shale brick clear water sandwich thermal insulation composite wall.According to《Shale brick clear water sandwich thermal insulation composite wall construction》Obtain 2013
Tianjin city-level engineering method, engineering method numbering：TJGF007-2013.The related engineering method being related to also has Tianjin city-level engineering method in 2012《Greatly across
Spend brick jack arch construction》, engineering method numbering：TJGF002-2012, Patents have《A kind of brick span is the flat of 2800mm
Arch construction》The patent No.:ZL 2011 2 0170562.2、《A kind of construction method of brick large span jack arch》The patent No.:ZL
2011 1 0136160.5、《A kind of structure of the multiple arc construction of brick large span》Patent No. ZL 2,012 2
0367851.6、《A kind of construction method of the multiple arc of brick large span》The patent No.:The 0263131.X of ZL 2,012 1, on
State European style to build, the shale brick clear water sandwich thermal insulation composite wall involved by the construction method of its outer eaves wall siphonal lobe wall,
Mainly by internal lobe wall, siphonal lobe wall, the urea-formaldehyde resin foaming for being filled in centre position and the hot-galvanized steel for siphonal lobe wall in drawknot
Muscle mesh sheet forms.Wherein internal lobe walling material is oscillation, and siphonal lobe walling material is shale porous brick, solid brick.Adopted in construction
With on the basis of siphonal lobe wall, interior siphonal lobe wall build by laying bricks or stones simultaneously, the every 8 skin brick of siphonal lobe wall (the every 4 skin brick of internal lobe wall) set reinforced mesh,
The construction technology of urea-formaldehyde resin foaming is finally irrigated, not only ensures the effect of the outer eaves dry wall of building, and ensure that
The globality of wall.
Huawei Guia Hill lake one phase of the terminal entries 4-2 for being located in Dongguan City, Guangdong Province Hi-tech industrial park area forms a team
Architectural style is European Architecture, and wall is combined wall, and the outer eaves wall in part is built by laying bricks or stones using dry wall, its outer eaves wall siphonal lobe wall
Material is still shale porous brick, solid brick, and filling wall, which has been built by laying bricks or stones, on the inside of main frame structure and outer eaves finishes.It is outer in order to reach
Eaves decorative effect, it can only use and carry out building by laying bricks or stones for outer eaves dry wall in the outside of existing wall.But due to outer eaves design
Relatively lag behind, built by laying bricks or stones and finished due to the internal lobe wall of main body wall frame structure and outer eaves dry wall, inside and outside leaf wall can not be met
Junction when building by laying bricks or stones simultaneously between interior siphonal lobe wall sets the drawknot construction technology of a steel tie mesh sheet.Thus cause outside
Among the building process of eaves dry wall, an important problem for being treated as construction for wall drawknot.
How the building process of outer eaves dry wall is solved when the processing of siphonal lobe wall drawknot in China and foreign countries' eaves is a weight of construction
Problem is wanted, turns into the problem of building industry engineers and technicians extremely pay close attention to, is also that construction engineering technical staff urgently opens
Hair and the problem of research.
Utility model content
The purpose of this utility model, it is the constraint anchor that a kind of outer eaves dry wall light, simple in construction is provided, this is about
Beam anchor is a kind of L-shaped stainless steel plate of contour structures, according to outer eaves dry wall brick setting modulus and steel tie mesh sheet
Size, it is in " Π " shape body that cutting processing is carried out in the long panel middle of L-type stainless steel plate and forms two, and two " Π " shape bodies tilt
A neck that can be used for constraining steel tie mesh sheet is formed afterwards；One is provided among L-type stainless steel plate short face plate and fixes tune
Knothole, the constraint anchor is fixed on existing wall by secured adjusted hole by stainless steel bolt, so as to solve inside and outside leaf
Junction wall is built by laying bricks or stones simultaneously when between interior siphonal lobe wall sets the problem of the drawknot construction of a steel tie mesh sheet.
The utility model to achieve the above object, using following technical scheme：
A kind of constraint anchor of outer eaves dry wall, its structure is by being 93mm long panel, length as the length of substrate material
The thickness 3mm formed for 40mm short face plate, width are on the L-shaped stainless steel plate of 41mm contour structures shapes and its long panel
Setting neck and the setting on short face plate secured adjusted hole form, wherein：
Neck, formed the left and right sides that the length of side is 10mm by carrying out cutting in the long panel middle of L-type stainless steel plate and be in
" Π " shape body forms a neck after being upturned, the width of neck, formed for the left and right medial surface of left and right sides " Π " shape body sum
The size 5mm of neutral；
Secured adjusted hole, its planform are Long Circle, the long 27mm in hole, arc radius 4mm, away from top 7mm, away from both sides all
For 17mm, stainless steel plate is fixed on existing internal lobe wall wall by stainless steel bolt by secured adjusted hole.
Left and right sides " Π " the shape body, wherein left side " Π " shape body, its position is away from short face plate 20mm parts, left and right sides " Π "
Shape body distance panel long side is respectively 16mm and 15mm.
The neck, for constraining the steel tie mesh sheet that width is 55mm, the outer eaves dry wall of drawknot, in building wall
During, it is adjacent between the stainless steel plate level interval of L-type be 500mm.
The advantages of the utility model and beneficial effect
Advantage：It is simple in construction, it is easy to make, it is cheap.
Beneficial effect：
1st, the constraint anchor of L-type is added on the internal lobe wall of outer eaves dry wall can block steel tie mesh sheet, build by laying bricks or stones outer
Steel tie mesh sheet is goed deep among mortar joint during leaf wall, and internal lobe wall of outer eaves dry wall and siphonal lobe wall are effectively connected into one with this
Rise, ensure the globality of wall.
2nd, it is easy to construct, elevation location, strong applicability can be arbitrarily adjusted according to the modulus of masonry by secured adjusted hole.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the notch schematic diagram in Fig. 1；
Fig. 3 is the secured adjusted hole schematic diagram in Fig. 1；
Fig. 4 is link position schematic diagram of the stainless steel plate with steel tie mesh sheet of L-type of the present utility model.
In Fig. 1：The stainless steel plate of 1L types；2 long panels；3 short face plates；4 necks；5 secured adjusted holes.
In Fig. 2：The stainless steel plate of 1L types；2 long panels；3 short face plates；" Π " shape body on the left of 4-1；" Π " shape on the right side of 4-2
Body；5 secured adjusted holes.
In Fig. 3：2 long panels；3 short face plates；5 secured adjusted holes.
In Fig. 4：1 is the stainless steel plate of 1L types；4 necks；6 steel tie mesh sheet.
Embodiment
Below in conjunction with the accompanying drawings and preferred embodiment describes specific embodiment of the present utility model in detail.
Embodiment：
A kind of constraint anchor of outer eaves dry wall, as shown in figure 1, its structure is by being 93mm's as the length of substrate material
The thickness 3mm that long panel 2, the short face plate 3 that length is 40mm form, width are the L-shaped stainless steel of 41mm contour structures shapes
The secured adjusted hole 5 of plate 1 and its neck of the setting on long panel 24 and the setting on short face plate 3 is formed, wherein：
Neck 4, formed the left and right sides that the length of side is 10mm by carrying out cutting in the long middle of panel 2 of L-type stainless steel plate and be in
" Π " shape body 4-1 and 4-2 form a neck 4 after being upturned, as shown in Fig. 2 the width of neck 4, is left and right sides " Π " shape
Body 4-1 and 4-2 left and right medial surface form the size 5mm of neutral；
Secured adjusted hole 5, as shown in figure 3, its planform is Long Circle, the long 27mm in hole, arc radius 4mm, away from top
7mm, is all 17mm away from both sides, and stainless steel plate 1 is fixed on existing internal lobe wall wall by stainless steel bolt by secured adjusted hole 5
On.
Left and right sides " Π " shape the body 4-1 and 4-2, wherein left side " Π " shape body 4-1, its position away from short face plate 320mm it
Place, the long side of left and right sides " Π " shape body 4-1 and 4-2 distance panel 2 is respectively 16mm and 15mm.
The neck 4, as shown in figure 4, for constraining the steel tie mesh sheet 6 that width is 55mm, the outer eaves clear water of drawknot
Wall, during building wall, it is adjacent between the level interval of stainless steel plate 1 of L-type be 500mm.
Application process
As shown in figure 4, the width of steel tie mesh sheet 6 of the present utility model is 55mm, in outer eaves dry wall internal lobe wall
On stainless steel plate 1 is fixed by secured adjusted hole with stainless steel bolt, it is adjacent between L-type the level interval of stainless steel plate 1
For 500mm, steel tie mesh sheet 6 is blocked by the neck 4 of the setting on the long panel 2 of the stainless steel plate 1 of L-type, builds siphonal lobe wall by laying bricks or stones
When steel tie mesh sheet go deep among mortar joint, outer eaves dry wall internal lobe wall and siphonal lobe wall are effectively linked together with this, protect
Demonstrate,prove the globality of wall.It is important so as to solve one of the processing construction of wall drawknot among the building process of outer eaves dry wall
Problem.
The constraint anchor of a kind of outer eaves dry wall of the present utility model, suitable for building the outer eaves shale brick for European style
Leaf wall has been built by laying bricks or stones and finished within the walls for clear water combined wall, especially main body wall frame structure and outer eaves, can not meet inside and outside leaf wall
Junction when building by laying bricks or stones simultaneously between interior siphonal lobe wall sets the drawknot construction technology of a steel tie mesh sheet.
Described above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art
For art personnel, on the premise of the utility model principle is not departed from, some improvements and modifications can also be made, these improve and
Retouching also should be regarded as the scope of protection of the utility model.
Claims (3)
- A kind of 1. constraint anchor of outer eaves dry wall, it is characterised in that：Length of its structure by the length as substrate material for 93mm The thickness 3mm that panel (2), the short face plate (3) that length is 40mm form, width are L-shaped stainless of 41mm contour structures shapes The secured adjusted hole (5) of the neck (4) and the setting on short face plate (3) of steel plate (1) and its setting on long panel (2) is formed, Wherein：Neck (4), formed the left and right sides that the length of side is 10mm by carrying out cutting in the long panel of L-type stainless steel plate (2) middle and be in " Π " shape body (4-1 and 4-2) forms a neck (4) after being upturned, and the width of neck (4), is left and right sides " Π " shape body (4- 1 and 4-2) left and right medial surface form the size 5mm of neutral；Secured adjusted hole (5), its planform are Long Circle, the long 27mm in hole, arc radius 4mm, away from top 7mm, away from both sides all For 17mm, stainless steel plate (1) is fixed on existing internal lobe wall wall by stainless steel bolt by secured adjusted hole (5).
- 2. the constraint anchor of outer eaves dry wall according to claim 1, it is characterised in that：Left and right sides " Π " shape body (4-1 And 4-2), wherein left side " Π " shape body (4-1), its position is away from short face plate (3) 20mm parts, left and right sides " Π " shape body (4-1 and 4- 2) distance panel (2) long side is respectively 16mm and 15mm.
- 3. the constraint anchor of outer eaves dry wall according to claim 1, it is characterised in that：The neck (4), for constraining Width is 55mm steel tie mesh sheet (6), the outer eaves dry wall of drawknot, during building wall, it is adjacent between L-type not Steel plate (1) level interval of becoming rusty is 500mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720910739.5U CN206987065U (en) | 2017-07-26 | 2017-07-26 | A kind of constraint anchor of outer eaves dry wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720910739.5U CN206987065U (en) | 2017-07-26 | 2017-07-26 | A kind of constraint anchor of outer eaves dry wall |
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| CN206987065U true CN206987065U (en) | 2018-02-09 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108518077A (en) * | 2018-04-25 | 2018-09-11 | 天津三建建筑工程有限公司 | Cutting brick masonry made in Great Britain embodies the construction method of historical building style combined wall |
| CN110005103A (en) * | 2019-04-28 | 2019-07-12 | 天津三建建筑工程有限公司 | A kind of metallic framework system is set to the construction method of the brick curtain wall of clear water |
-
2017
- 2017-07-26 CN CN201720910739.5U patent/CN206987065U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108518077A (en) * | 2018-04-25 | 2018-09-11 | 天津三建建筑工程有限公司 | Cutting brick masonry made in Great Britain embodies the construction method of historical building style combined wall |
| CN110005103A (en) * | 2019-04-28 | 2019-07-12 | 天津三建建筑工程有限公司 | A kind of metallic framework system is set to the construction method of the brick curtain wall of clear water |
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