CN207296034U - One kind construction hole seam crack resistence structure - Google Patents
One kind construction hole seam crack resistence structure Download PDFInfo
- Publication number
- CN207296034U CN207296034U CN201721137692.XU CN201721137692U CN207296034U CN 207296034 U CN207296034 U CN 207296034U CN 201721137692 U CN201721137692 U CN 201721137692U CN 207296034 U CN207296034 U CN 207296034U
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- CN
- China
- Prior art keywords
- seam
- construction hole
- filleting
- layer
- stratum reticulare
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
The utility model discloses a kind of construction hole seam crack resistence structure, belong to building structure field, including the brick wall body for offering the concrete wall in construction hole, being filled in construction hole, seam groove is opened up in the seam crossing of concrete wall and brick wall body, the first filleting gypsic horizon is filled with seam groove；The surface of the concrete wall, brick wall body and the first filleting gypsic horizon is provided with brushing gypsum layer, the surface of the brushing gypsum layer is provided with the first glass stratum reticulare, the surface of the first glass stratum reticulare is provided with putty layer, and the surface of the putty layer is provided with emulsioni paint layer.Filling filleting gypsum in the seam groove of the utility model, neither reduces the stability of wall in itself, moreover it is possible to increase the filling adhesive property of filleting gypsum；Glass stratum reticulare can bear higher tension, avoid seam crossing from cracking and then can effectively avoid construction hole gaping of joints.
Description
Technical field
A kind of building structure is the utility model is related to, more particularly to a kind of construction hole seam crack resistence structure.
Background technology
Construction hole is convenience for construction and reserved hole on the wall, these holes are used to transporting material and personnel
It is current.But most of construction hole just loses its existing meaning, it is necessary to be filled with having been formed after construction
Whole metope.
Due to being secondary construction filling, adhesive force is smaller between the wall and original wall of filling, and seam crossing holds
It is easy to crack, cause metope defect.
Utility model content
To solve the deficiencies in the prior art, the utility model aims to provide a kind of construction hole seam crack resistence structure.
To reach above-mentioned purpose, the technical solution adopted in the utility model is as follows：
A kind of construction hole seam crack resistence structure disclosed in the utility model, including offer the concrete walls in construction hole
Body, the brick wall body being filled in construction hole, open up seam groove in the seam crossing of concrete wall and brick wall body, are filled out in seam groove
Filled with the first filleting gypsic horizon；The surface of the concrete wall, brick wall body and the first filleting gypsic horizon is provided with brushing gypsum
Layer, the surface of the brushing gypsum layer are provided with the first glass stratum reticulare, and the surface of the first glass stratum reticulare is provided with putty layer,
The surface of the putty layer is provided with emulsioni paint layer.
Filleting gypsum can effectively fill the wall of seam and adhesive joins both sides, but during usual construction, to finish
Structure is stablized, and can cause that seam is more narrow better as far as possible, the narrow bonding efficiency that will influence filleting gypsum of seam.Therefore this practicality is new
Type opens up seam groove in seam crossing, for filling filleting gypsum, neither reduces the stability of wall in itself, moreover it is possible to increase filleting
The filling adhesive property of gypsum.Brushing gypsum layer can levelling metope, for the first glass stratum reticulare laying provide one side it is smooth
Construction surface.First glass stratum reticulare can bear higher tension, avoid seam crossing from cracking.
Preferably, the second filleting gypsic horizon is filled with the seam groove, the second filleting gypsic horizon is embedding positioned at first
Stitch between gypsic horizon and brushing gypsum layer.Seam groove can be sufficient filling with by the laying respectively of two layers of filleting gypsum, and then dropped
Metope caused by low filleting gypsum cure shrinkage is recessed.
Preferably, the width of the seam groove is 20mm, depth 10mm；Seam groove is located at along concrete wall and brick wall
The width of body is respectively 10mm.Find that width is 20mm by many experiments, after the seam groove that depth is 10mm fills filleting gypsum
Effect is best.
Further, STP vacuum heat-insulating plates are additionally provided between the first glass stratum reticulare and putty layer.STP(Super
Thin Panel) be it is a kind of it is inorganic it is non-ignitable, with building with the novel building energy-saving material in service life, can be with adhesive mortar, cracking resistance
The materials such as mortar, finishing mucilage, fiberglass gridding cloth, finish coat, plasterboard collectively constitute green, environmental protection, low-carbon, energy saving
Heat-insulation system, STP vacuum heat-insulating plates can not only play the role of insulation, moreover it is possible to effectively prevent gaping of joints.
Further, the second glass stratum reticulare is additionally provided between the STP vacuum heat-insulating plates and putty layer.Two layers of glass fiber net
It is located at the surfaces externally and internally of STP vacuum heat-insulating plates respectively, metope can be further enhanced, avoid cracking.
Preferably, the first glass stratum reticulare, the second glass stratum reticulare are alkali-resistant glass fiber mesh, can avoid the Building woods such as gypsum
Material corrosion glass fiber net causes glass fiber net to fail.
The utility model has the advantages that：
1. seam groove is used to fill filleting gypsum, the stability of wall in itself is neither reduced, moreover it is possible to increase filleting gypsum
Fill adhesive property；
2. brushing gypsum layer can levelling metope, provide one side smooth construction surface for the laying of the first glass stratum reticulare；
3. the first glass stratum reticulare can bear higher tension, seam crossing is avoided to crack；
4. the laying respectively of two layers of filleting gypsum can be sufficient filling with seam groove, and then reduce filleting gypsum cure shrinkage and draw
The metope depression risen；
5.STP vacuum heat-insulating plates can not only play the role of insulation, moreover it is possible to effectively prevent gaping of joints；
6. alkali-resistant glass fiber mesh, can avoid the construction materials such as gypsum corrosion glass fiber net from causing glass fiber net to fail.
Brief description of the drawings
Fig. 1 is the structure diagram of the utility model；
Fig. 2 is the enlarged view in A portions in Fig. 1；
In figure：Seam groove 1, the first filleting gypsic horizon 2, the second filleting gypsic horizon 3, brushing gypsum layer 4, the first glass stratum reticulare
5th, STP vacuum heat-insulating plates 6, the second glass stratum reticulare 7, putty layer 8, emulsioni paint layer 9, concrete wall 11, brick wall body 12.
Embodiment
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing, to this reality
It is further elaborated with new.
As shown in Figs. 1-2, a kind of construction hole seam crack resistence structure disclosed in the utility model, including offer construction hole
Concrete wall 11, be filled in construction hole in brick wall body 12, opened up in concrete wall 11 and the seam crossing of brick wall body 12
Seam groove 1, seam groove 1 is interior to be filled with the first filleting gypsic horizon 2；Concrete wall 11,12 and first filleting gypsum of brick wall body
The surface of layer 2 is provided with brushing gypsum layer 4, and the surface of brushing gypsum layer 4 is provided with the first glass stratum reticulare 5, the first glass stratum reticulare 5
Surface be provided with putty layer 8, the surface of putty layer 8 is provided with emulsioni paint layer 9.
Filleting gypsum can effectively fill the wall of seam and adhesive joins both sides, but during usual construction, to finish
Structure is stablized, and can cause that seam is more narrow better as far as possible, the narrow bonding efficiency that will influence filleting gypsum of seam.Therefore this practicality is new
Type opens up seam groove 1 in seam crossing, for filling filleting gypsum, neither reduces the stability of wall in itself, moreover it is possible to increase embedding
Stitch the filling adhesive property of gypsum.Brushing gypsum layer 4 can levelling metope, for the laying of the first glass stratum reticulare 5, to provide one side flat
Whole construction surface.First glass stratum reticulare 5 can bear higher tension, avoid seam crossing from cracking.
In order to strengthen the filling effect of filleting gypsum, the second filleting gypsic horizon 3, the second keystone are filled with seam groove 1
Layer of paste 3 is between the first filleting gypsic horizon 2 and brushing gypsum layer 4.Can be abundant by the laying respectively of two layers of filleting gypsum
Seam groove 1 is filled, and then reduces metope depression caused by filleting gypsum cure shrinkage.
Specifically, the width of seam groove 1 is 20mm, depth 10mm；Seam groove 1 is located at along concrete wall 11 and brick wall
The width of body 12 is respectively 10mm.Find that width is 20mm by many experiments, the seam groove 1 that depth is 10mm fills filleting gypsum
Effect is best afterwards.
In order to play heat insulation effect, STP vacuum heat-insulating plates 6 are additionally provided between the first glass stratum reticulare 5 and putty layer 8.STP
(Super Thin Panel) be it is a kind of it is inorganic it is non-ignitable, with building with the novel building energy-saving material in service life, can be with binding sand
The materials such as slurry, anticracking grout, finishing mucilage, fiberglass gridding cloth, finish coat, plasterboard collectively constitute green, environmentally friendly, low
Carbon, energy saving heat-insulation system, STP vacuum heat-insulating plates 6 can not only play the role of insulation, moreover it is possible to effectively prevent gaping of joints.
In order to strengthen metope, the second glass stratum reticulare 7 is additionally provided between STP vacuum heat-insulating plates 6 and putty layer 8.Two layers of glass
Fibre web is located at the surfaces externally and internally of STP vacuum heat-insulating plates 6 respectively, can further enhance metope, avoid cracking.
In order to ensure the intensity of glass fiber net, the first glass stratum reticulare 5, the second glass stratum reticulare 7 are alkali-resistant glass fiber mesh, can be avoided
The construction materials such as gypsum corrosion glass fiber net causes glass fiber net to fail.
Certainly, the utility model can also have other various embodiments, without departing substantially from the utility model spirit and its essence
In the case of, those skilled in the art can make various corresponding changes and deformation, but these phases according to the utility model
The change and deformation answered should all belong to the scope of the claims appended by the utility model.
Claims (6)
1. one kind construction hole seam crack resistence structure, including offer the concrete wall (11) in construction hole, be filled in construction hole
Interior brick wall body (12), it is characterised in that：Seam groove is opened up in the seam crossing of concrete wall (11) and brick wall body (12)
(1), it is filled with the first filleting gypsic horizon (2) in seam groove (1)；The concrete wall (11), brick wall body (12) and first are embedding
The surface of seam gypsic horizon (2) is provided with brushing gypsum layer (4), and the surface of the brushing gypsum layer (4) is provided with the first glass fiber net
Layer (5), the surface of the first glass stratum reticulare (5) are provided with putty layer (8), and the surface of the putty layer (8) is provided with latex
Enamelled coating (9).
A kind of 2. construction hole seam crack resistence structure according to claim 1, it is characterised in that：In the seam groove (1)
Filled with the second filleting gypsic horizon (3), the second filleting gypsic horizon (3) is located at the first filleting gypsic horizon (2) and brushing gypsum
Between layer (4).
A kind of 3. construction hole seam crack resistence structure according to claim 1, it is characterised in that：The seam groove (1)
Width is 20mm, depth 10mm；Seam groove (1) is located at along the width of concrete wall (11) and brick wall body (12)
10mm。
A kind of 4. construction hole seam crack resistence structure according to claim 1, it is characterised in that：The first glass stratum reticulare
(5) STP vacuum heat-insulating plates (6) are additionally provided between putty layer (8).
A kind of 5. construction hole seam crack resistence structure according to claim 4, it is characterised in that：The STP vacuum insulations
The second glass stratum reticulare (7) is additionally provided between plate (6) and putty layer (8).
A kind of 6. construction hole seam crack resistence structure according to claim 5, it is characterised in that：The first glass stratum reticulare
(5), the second glass stratum reticulare (7) is alkali-resistant glass fiber mesh.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721137692.XU CN207296034U (en) | 2017-09-06 | 2017-09-06 | One kind construction hole seam crack resistence structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721137692.XU CN207296034U (en) | 2017-09-06 | 2017-09-06 | One kind construction hole seam crack resistence structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207296034U true CN207296034U (en) | 2018-05-01 |
Family
ID=62445762
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721137692.XU Expired - Fee Related CN207296034U (en) | 2017-09-06 | 2017-09-06 | One kind construction hole seam crack resistence structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207296034U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110359628A (en) * | 2019-07-10 | 2019-10-22 | 中建钢构有限公司 | Assembled hitch interstitital texture, fill method and building structure |
-
2017
- 2017-09-06 CN CN201721137692.XU patent/CN207296034U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110359628A (en) * | 2019-07-10 | 2019-10-22 | 中建钢构有限公司 | Assembled hitch interstitital texture, fill method and building structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180705 Address after: 030000 No. 9, 3 block D, 4 Xinghe Plaza, 266 Xuefu street, Xiaodian District, Taiyuan, Shanxi. Patentee after: Taiyuan city house decoration design Engineering Co., Ltd. Address before: 101100 1093 Luyuan South Street, Tongzhou District, Beijing 3-238 Patentee before: Beijing Jing Yang Shang He Decoration Engineering Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180501 Termination date: 20190906 |