CN208441502U - The repairing structure at metope hollowing position - Google Patents
The repairing structure at metope hollowing position Download PDFInfo
- Publication number
- CN208441502U CN208441502U CN201820125469.1U CN201820125469U CN208441502U CN 208441502 U CN208441502 U CN 208441502U CN 201820125469 U CN201820125469 U CN 201820125469U CN 208441502 U CN208441502 U CN 208441502U
- Authority
- CN
- China
- Prior art keywords
- repairing
- metope
- channel
- hollowing
- slurry
- 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.)
- Active
Links
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
The utility model provides a kind of repairing structure at metope hollowing position.The repairing structure at the metope hollowing position includes repairing channel, filling and repairing slurry and drawknot device in the repairing channel positioned at hollowing position and at least two of metope internal stretch.The structure of the repairing structure at the metope hollowing position of the utility model is simple, infiltration and solidification by repairing slurry at hollowing position achieve the purpose that reparation, it can solve the strength reduction problem generated because increasing channel newly by the way that drawknot device is arranged, guarantee the safety of metope after repairing.Plastering and dope layer of the utility model without rejecting entire entire hollowing region can reach extraordinary repair efficiency only with the repairing structure that structure is simple and convenient to operate, more environmentally protective and significantly save human and material resources.
Description
Technical field
The utility model relates to the technical fields of metope hollowing position repairing, in particular to metope hollowing position
Repair structure.
Background technique
With the fast development of Building Trade in China, plastering on inner walls and coating application are largely used in all kinds of architectural engineerings, with
Wall plastering and while coating large-area construction, building wall part hollowing becomes common quality defect, not only reprocess it is loaded down with trivial details, and
And increase many building wastes.Also, building is in use for some time, and hollowing, to flake be common phenomenon.
Traditional metope hollowing processing reparation construction technique be first by the whole region of metope hollowing plastering and coating
After layer is rejected completely, then re-start plastering and the construction of coating.The construction cost of this construction technology is high and construction efficiency is low,
The construction concept of green, low-carbon and environmental protection is not met.
Utility model content
The main purpose of the utility model is to provide the repairing structures at metope hollowing position, to solve to deposit in the prior art
Construction cost is high and problem that construction efficiency is low.
To achieve the goals above, one aspect according to the present utility model provides a kind of repairing for metope hollowing position
Mend structure.The repairing structure at the metope hollowing position includes being located at hollowing position and at least two repairings to metope internal stretch
Channel, filling and repairing slurry and drawknot device in the repairing channel.
The structure of the repairing structure at the metope hollowing position of the utility model is simple, by repairing slurry at hollowing position
Infiltration and solidification can solve by the way that drawknot device is arranged because the strength reduction that newly-increased channel generates is asked to achieve the purpose that reparation
Topic guarantees the safety of metope after repairing.Plastering and dope layer of the utility model without rejecting entire hollowing region, only
The repairing structure being simple and convenient to operate only with structure can reach extraordinary repair efficiency, more environmentally protective and significant
It saves human and material resources.
Further, the repairing channel is perpendicular to metope;The distance between two neighboring repairing channel≤300mm.By
This, it is ensured that entire hollowing position, which is all permeated, the repairing slurry, and the effect for making repairing more fully, reduces repair rate.
Further, the diameter in the repairing channel is 0.5-1.5cm;If the diameter in the repairing channel is too small, can
Cause grouting pressure big, time of penetration is long;If the diameter in the repairing channel is excessive, the condensation time of repairing slurry will lead to
It is long;Therefore, when the diameter in the repairing channel is 0.5-1.5cm, it can be ensured that higher repairing efficiency and repair efficiency.Institute
State the length >=18mm in repairing channel.So that the repairing channel is passed through coat of plaster as a result, and go deep into coat of plaster rear 5mm or more,
Further ensure that repair efficiency.
Further, the cement mortar that the repairing slurry contains building glue and viscosity is 90-130mm.If described
The viscosity of cement mortar is higher than above-mentioned numberical range, then the osmotic pressure that will lead to repairing slurry is high, it is difficult to make entire hollowing
Repaired or obtained Rapid-Repair in position;It, can be because of repairing if the viscosity of the cement mortar is less than above-mentioned numberical range
The mobility of slurry is very good and leads to repair that slurry filling is uneven and setting rate is slow in hollowing position.The effect of building glue
It is the binding force promoted between cement mortar and the internal structure at hollowing position, promotes repair efficiency.The viscosity refers to water
Cement mortar under gravity or external force whether readily flowed performance.
Further, the usage amount of the building glue is the 5-10% of the repairing slurry quality.If the building adhesive
The usage amount of water is higher than above-mentioned numberical range, then will lead to cement mortar and quickly combined with the internal structure at hollowing position, so that
Cement mortar has little time overall permeation or blocking infiltration pore;If the usage amount of the building glue is less than above-mentioned numberical range,
Ideal effect is not achieved in the binding force that then will lead between cement mortar and the internal structure at hollowing position.
Further, the drawknot device is the matched tied silk of length with the repairing channel;The diameter of the tied silk is
0.7-0.9mm.If the diameter of the tied silk is higher than above-mentioned numberical range, waste of material will lead to, if the diameter of the tied silk
Less than above-mentioned numberical range, then it is ineffective to will lead to drawknot.
Further, the tied silk is the tied silk that tail portion carries out bending process.Drawknot effect is promoted as a result,.
To achieve the goals above, other side according to the present utility model additionally provides a kind of metope hollowing position
Method for repairing and mending.The method for repairing and mending at the metope hollowing position the following steps are included:
1) it is hammered into shape using detection and determines hollowing position;
2) at least two repairing channels are drilled out in hollowing position using electric drill;
3) the repairing channel is soaked;
4) the injection repairing slurry into the repairing channel;
5) drawknot device is inserted into the repairing slurry having been injected into.
The method for repairing and mending at the metope hollowing position of the utility model avoids plastering and painting in the whole region by hollowing
The bed of material re-starts the construction technology of plastering and coating again after rejecting completely, by being drilled at metope hollowing position, slip casting
It is repaired, it is convenient not only to construct, and it is significant to save duration and manpower and material resources, and also repair efficiency is good, and construction efficiency is high, is constructing
In accomplished green, low-carbon, environmental protection, create good social and economic benefit.
Further, the repairing channel is perpendicular to metope;The distance between two neighboring repairing channel≤300mm;Institute
The diameter for stating repairing channel is 0.5-1.5cm;Length >=the 18mm in the repairing channel.
Further, the number of the wetting is at least 2 times, and the adjacent time interval soaked twice is 4-10min.By
This may cause injected repairing slurry and be unable to fully and structure within the walls if wetting number is very few to be caused to soak insufficient
In conjunction with;If it is excessive to soak number, it may cause in repairing channel and generate ponding, influence the viscosity of the repairing slurry of injection,
And then reduce filling and adhesive effect.
As it can be seen that the structure of the repairing structure at the metope hollowing position of the utility model is simple, by repairing slurry in hollowing
The infiltration and solidification at position achievees the purpose that reparation, can solve the intensity generated because increasing channel newly by the way that drawknot device is arranged
Reduction problem guarantees the safety of metope after repairing.The method for repairing and mending at the metope hollowing position of the utility model avoids will be empty
Plastering and dope layer in bulging whole region re-start the construction technology of plastering and coating again after rejecting completely, by wall
Face hollowing position is drilled, slip casting is repaired, and it is convenient not only to construct, significant to save duration and manpower and material resources, and is repaired
Effect is good, and construction efficiency is high, has accomplished green, low-carbon, environmental protection in construction, has created good social and economic benefit.
The utility model is described further with reference to the accompanying drawings and detailed description.The utility model is additional
Aspect and advantage will be set forth in part in the description, and partially will become apparent from the description below, or practical by this
Novel practice is recognized.
Detailed description of the invention
The attached drawing for constituting a part of the utility model is used to assist understanding to the utility model, provided in attached drawing
Content and its related explanation can be used for explaining the utility model in the present invention, but is not constituted to the utility model not
Work as restriction.In the accompanying drawings:
Fig. 1 is the front view of the repairing structure at the metope hollowing position of the utility model embodiment 1.
Fig. 2 is the sectional view along A-A of Fig. 1.
Fig. 3 is the front view of the repairing structure at the metope hollowing position of the utility model embodiment 2.
Fig. 4 is the B-B direction cross-sectional view of Fig. 3.
Fig. 5 is the front view of the repairing structure at the metope hollowing position of the utility model embodiment 3.
Fig. 6 is the C-C of Fig. 5 to cross-sectional view.
Related label in above-mentioned attached drawing are as follows:
1: repairing channel;
2: repairing slurry;
3: drawknot device;
4: coat of plaster.
Specific embodiment
Clear, complete explanation is carried out to the utility model with reference to the accompanying drawing.Those of ordinary skill in the art are being based on
The utility model will be realized in the case where these explanations.Before being illustrated in conjunction with attached drawing to the utility model, spy is needed
It is not pointed out that:
The technical solution provided in each section including following the description and technical characteristic in the utility model,
In the case where not conflicting, these technical solutions and technical characteristic be can be combined with each other.
In addition, the embodiments of the present invention being related in following the description are generally only the reality of the utility model a part
Example is applied, instead of all the embodiments.Therefore, based on the embodiments of the present invention, those of ordinary skill in the art are not having
Every other embodiment obtained under the premise of creative work is made, the model of the utility model protection all should belong to
It encloses.
About term in the utility model and unit.The specification and claims of the utility model and related part
In term " includes ", " having " and their any deformation, it is intended that cover and non-exclusive include.
Embodiment 1
The repairing structure at metope hollowing position as shown in Figs. 1-2, including it is located at hollowing position and to metope internal stretch
Two repairing channels 1, the repairing channel 1 is perpendicular to metope, filling and repairing slurry 2 in the repairing channel 1.
The distance between described two repairing channels 1 are 100mm.
The diameter in the repairing channel 1 is 0.5cm;The length in the repairing channel 1 is 18mm.
The repairing slurry 2 is the cement mortar for being 90mm containing building glue and viscosity.
The usage amount of the building glue is the 5% of repairing 2 mass of slurry.
Using the method for repairing and mending at the metope hollowing position of above-mentioned repairing structure, comprising the following steps:
1) the hollowing position is determined using detection hammer;
2) described two repairings for being uniformly distributed in the hollowing position are drilled out in the hollowing position using electric drill to lead to
Road 1;The power of electric drill is 500W;
3) the repairing channel 1 is soaked using pressure water flooding, wetting number is 2 times, it is adjacent soak twice when
Between between be divided into 5min;
4) the repairing slurry 2 is injected into the repairing channel 1 using slip casing by pressure;
5) after to the repairing slurry 2 solidification, putty is brushed outside the repairing slurry 2 of solidification and is brushed with a thickness of 13mm
Coat of plaster 4, that is, complete repairing.
Embodiment 2
The repairing structure at metope hollowing position as shown in Figure 3-4, including it is located at hollowing position and to metope internal stretch
Three repairing channels 1, the repairing channel 1 is perpendicular to metope, filling and repairing slurry 2 and drawknot device in the repairing channel 1
3。
The distance between two neighboring repairing channel 1 is 300mm.
The diameter in the repairing channel 1 is 1.5cm;The length in the repairing channel 1 is 25mm.
The repairing slurry 2 is the cement mortar for being 130mm containing building glue and viscosity.
The usage amount of the building glue is the 10% of repairing 2 mass of slurry.
The drawknot device 3 is the matched tied silk of length with the repairing channel 1;The diameter of the tied silk is 0.7mm.
Using the method for repairing and mending at the metope hollowing position of above-mentioned repairing structure, comprising the following steps:
1) the hollowing position is determined using detection hammer;
2) repairing that described three are uniformly distributed in the hollowing position is drilled out in the hollowing position using electric drill to lead to
Road 1;The power of electric drill is 800W;
3) the repairing channel 1 is soaked using pressure water flooding, wetting number is 5 times, it is adjacent soak twice when
Between between be divided into 8min;
4) repairing slurry 2 is injected into the repairing channel 1 using slip casing by pressure;
5) the drawknot device 3 is inserted into the repairing slurry 2 having been injected into;
6) after to the repairing slurry 2 solidification, putty is brushed outside the repairing slurry 2 of solidification and is brushed with a thickness of 20mm
Coat of plaster 4, that is, complete repairing.
Compared with Example 1, drawknot device 3 is also contained in the repairing structure of the present embodiment, drawing can be generated to repairing slurry 2
Knot effect, therefore, the repair efficiency of the repairing structure of the present embodiment is more preferable.
Embodiment 3
The repairing structure at metope hollowing position as seen in figs. 5-6, including it is located at hollowing position and to metope internal stretch
Four repairing channels 1, the repairing channel 1 is perpendicular to metope, filling and repairing slurry 2 and drawknot device in the repairing channel 1
3。
The distance between two neighboring repairing channel 1 is 200mm.
The diameter in the repairing channel 1 is 1cm;The length in the repairing channel 1 is 21mm.
The repairing slurry 2 is the cement mortar for being 110mm containing building glue and viscosity.
The usage amount of the building glue is the 7% of repairing 2 mass of slurry.
The drawknot device 3 is the matched tied silk of length with the repairing channel 1;The diameter of the tied silk is 0.9mm.
The tied silk is the tied silk that tail portion carries out bending process.
Using the method for repairing and mending at the metope hollowing position of above-mentioned repairing structure, comprising the following steps:
1) the hollowing position is determined using detection hammer;
2) repairing that described four are uniformly distributed in the hollowing position is drilled out in the hollowing position using electric drill to lead to
Road 1;The power of electric drill is 600W;
3) the repairing channel 1 is soaked using pressure water flooding, wetting number is 4 times, it is adjacent soak twice when
Between between be divided into 6min;
4) repairing slurry 2 is injected into the repairing channel 1 using slip casing by pressure;
5) drawknot device 3 is inserted into the repairing slurry 2 having been injected into;
6) after to the repairing slurry 2 solidification, putty is brushed outside the repairing slurry 2 of solidification and is brushed with a thickness of 16mm
Coat of plaster 4, that is, complete repairing.
Compared with Example 2, the drawknot device 3 of the repairing structure of the present embodiment is the tied silk that tail portion carries out bending process, can
It is acted on generating better drawknot to repairing slurry 2, therefore, the repair efficiency of the repairing structure of the present embodiment is more preferable.
The related content of the utility model is illustrated above.Those of ordinary skill in the art are being based on these explanations
In the case where will realize the utility model.Above content based on the utility model, those of ordinary skill in the art are not having
Every other embodiment obtained under the premise of creative work is made, the model of the utility model protection all should belong to
It encloses.
Claims (7)
1. the repairing structure at metope hollowing position, it is characterised in that: including be located at hollowing position and to metope internal stretch extremely
Few two repairing channels (1), the interior filling and repairing slurry (2) of the repairing channel (1) and drawknot device (3).
2. the repairing structure at metope hollowing as described in claim 1 position, it is characterised in that: the repairing channel (1) is vertical
In metope;The distance between two neighboring repairing channel (1)≤300mm.
3. the repairing structure at metope hollowing as described in claim 1 position, it is characterised in that: described to repair the straight of channel (1)
Diameter is 0.5-1.5cm;Length >=18mm of repairing channel (1).
4. the repairing structure at metope hollowing as described in claim 1 position, it is characterised in that: the repairing slurry (2) is contained
The cement mortar that building glue and viscosity are 90-130mm.
5. the repairing structure at metope hollowing as claimed in claim 4 position, it is characterised in that: the usage amount of the building glue
For the 5-10% of described repairing slurry (2) quality.
6. the repairing structure at metope hollowing as described in claim 1 position, it is characterised in that: the drawknot device (3) for institute
State the matched tied silk of length of repairing channel (1);The diameter of the tied silk is 0.7-0.9mm.
7. the repairing structure at metope hollowing as claimed in claim 6 position, it is characterised in that: the tied silk is that tail portion progress is curved
Roll over the tied silk of processing.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820125469.1U CN208441502U (en) | 2018-01-25 | 2018-01-25 | The repairing structure at metope hollowing position |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820125469.1U CN208441502U (en) | 2018-01-25 | 2018-01-25 | The repairing structure at metope hollowing position |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208441502U true CN208441502U (en) | 2019-01-29 |
Family
ID=65094956
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201820125469.1U Active CN208441502U (en) | 2018-01-25 | 2018-01-25 | The repairing structure at metope hollowing position |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208441502U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108166776A (en) * | 2018-01-25 | 2018-06-15 | 成都市第二建筑工程公司 | The repairing structure and method for repairing and mending at metope hollowing position |
CN110821198A (en) * | 2019-10-23 | 2020-02-21 | 浙江勤业建工集团有限公司 | High-rise building external wall thermal insulation mortar falling prevention method |
CN112177262A (en) * | 2020-09-30 | 2021-01-05 | 西北永新涂料有限公司 | Method for repairing cracking of latex paint |
-
2018
- 2018-01-25 CN CN201820125469.1U patent/CN208441502U/en active Active
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108166776A (en) * | 2018-01-25 | 2018-06-15 | 成都市第二建筑工程公司 | The repairing structure and method for repairing and mending at metope hollowing position |
CN110821198A (en) * | 2019-10-23 | 2020-02-21 | 浙江勤业建工集团有限公司 | High-rise building external wall thermal insulation mortar falling prevention method |
CN112177262A (en) * | 2020-09-30 | 2021-01-05 | 西北永新涂料有限公司 | Method for repairing cracking of latex paint |
CN112177262B (en) * | 2020-09-30 | 2022-05-17 | 西北永新涂料有限公司 | Method for repairing cracking of latex paint |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108166776A (en) | The repairing structure and method for repairing and mending at metope hollowing position | |
CN208441502U (en) | The repairing structure at metope hollowing position | |
CN204983391U (en) | Exempt from to tear open precast concrete beam mold board | |
CN106480993B (en) | Administration structure and construction method in a kind of construction exterior wall leak repairing reinforcement | |
CN204826614U (en) | Exempt from to tear open precast concrete wall form | |
KR101577558B1 (en) | Reparing and Water Proofing Method for Concrete Structure | |
CN104975617A (en) | Waterproof construction method of basement foundation cast-in-place pile head | |
CN109610700A (en) | The reinforced composite shuttering of cast-in-place concrete exterior wall heat-preserving and its application method | |
CN110778331B (en) | Pipe for grouting and grouting construction method thereof | |
CN207513190U (en) | A kind of wall pouring can | |
CN207686338U (en) | A kind of simple injecting glue tool of building structure bar planting | |
CN105019599A (en) | Disassembly-free precast concrete beam insulation template | |
CN110607881A (en) | Whitewash mortar hollowing bonding regeneration technology | |
CN210508459U (en) | Anti-pollution protection device for reinforcing steel bar | |
CN204826403U (en) | Exempt from to tear open precast concrete roof beam heat preservation template | |
CN103556822A (en) | Construction method of large hollowed-out characters of cast-in-place concrete wall | |
CN204804372U (en) | Fibre cloth is consolidated to evaporate and is pressed aerated concrete wall body door and window entrance to a cave | |
CN106337449A (en) | Crack repairing structure for underground engineering and construction method of crack repairing structure | |
CN217204695U (en) | Outer wall bolt hole plugging structure | |
CN111254830A (en) | Rapid treatment method for bridge pier pull rod hole | |
CN215368888U (en) | Structure is restoreed to wall hollowing | |
CN208396102U (en) | A kind of prefabricated assembled superimposed sheet node processing construction | |
CN204282822U (en) | A kind of pre-buried extra high building combined floors plate muscle fastening devices | |
CN207228477U (en) | Anti-buckling thin-wall steel tube steel fiber reinforced concrete coupled column | |
CN109488338B (en) | Seepage-proofing method for rock gap |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CP01 | Change in the name or title of a patent holder | ||
CP01 | Change in the name or title of a patent holder |
Address after: No.30, Section 1, Fuqing Road, Jinniu District, Chengdu, Sichuan 610081 Patentee after: CHENGDU SECOND CONSTRUCTION ENGINEERING Co.,Ltd. OF CDCEG Address before: No.30, Section 1, Fuqing Road, Jinniu District, Chengdu, Sichuan 610081 Patentee before: CHENGDU NO.2 CONSTRUCTION ENGINEERING Co. |