CN106812265A - A kind of femerell constructs treating seepage structure and construction method - Google Patents
A kind of femerell constructs treating seepage structure and construction method Download PDFInfo
- Publication number
- CN106812265A CN106812265A CN201710182848.4A CN201710182848A CN106812265A CN 106812265 A CN106812265 A CN 106812265A CN 201710182848 A CN201710182848 A CN 201710182848A CN 106812265 A CN106812265 A CN 106812265A
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- Prior art keywords
- femerell
- water
- post
- cast strip
- reinforcing bar
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Links
- 238000010276 construction Methods 0.000 title claims abstract description 26
- 239000000463 material Substances 0.000 claims abstract description 31
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 27
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 19
- 230000002787 reinforcement Effects 0.000 claims abstract description 16
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 15
- 238000007789 sealing Methods 0.000 claims abstract description 14
- 238000002425 crystallisation Methods 0.000 claims abstract description 13
- 230000008025 crystallization Effects 0.000 claims abstract description 13
- 230000008595 infiltration Effects 0.000 claims abstract description 13
- 238000001764 infiltration Methods 0.000 claims abstract description 13
- 230000001680 brushing effect Effects 0.000 claims abstract description 7
- 238000009413 insulation Methods 0.000 claims abstract description 7
- 238000004140 cleaning Methods 0.000 claims abstract 2
- 238000002513 implantation Methods 0.000 claims description 15
- 239000004568 cement Substances 0.000 claims description 5
- 239000003292 glue Substances 0.000 claims description 5
- 238000009415 formwork Methods 0.000 claims description 4
- 210000003205 muscle Anatomy 0.000 claims description 4
- 239000005336 safety glass Substances 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000000084 colloidal system Substances 0.000 claims description 3
- 239000010985 leather Substances 0.000 claims description 3
- 238000007711 solidification Methods 0.000 claims description 3
- 230000008023 solidification Effects 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 238000005553 drilling Methods 0.000 claims description 2
- 238000009826 distribution Methods 0.000 claims 1
- 238000004904 shortening Methods 0.000 claims 1
- 238000005728 strengthening Methods 0.000 abstract description 4
- 230000007613 environmental effect Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 238000007667 floating Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000003712 anti-aging effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000009430 construction management Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000013536 elastomeric material Substances 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/03—Sky-lights; Domes; Ventilating sky-lights
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses a kind of femerell construction treating seepage structure and construction method, first in the range of 10~20cm of femerell surrounding, roof boarding sealer, waterproof layer, heat-insulation layer are cut until basic unit；Basic unit's dabbing；Cleaning basic unit, brushing cement-base infiltration crystallization；Reinforcing bar is implanted into sectional position roof boarding is cut, distributing reinforcement is arranged；Then fall the early strong water-tight concrete of formula using hand to fill, 10~12cm of filling thickness, top is closed up using slope, and the post-cast strip not less than 10cm is reserved in the new and old material junction of roofing；The upper and lower both sides correspondence surface mount water-swelling rubber water bar of reinforcing bar is avoided in post-cast strip；After concrete final set, to filling sealing agent in post-cast strip；Finally bound with the material that binds.Reasonable in design, low cost of the invention, easy construction, simple operation, structural strengthening, life cycle are long, economize on resources, and reduce risk of leakage, and working security is high, efficiently solves the problem of femerell seepage now.
Description
Technical field
The present invention relates to buildings waterproof leakage mending technique field, more particularly to a kind of femerell construction treating seepage structure and
Construction method.
Background technology
Current femerell is most of to use parallel skylight, and femerell edge junction is the big difficult point of waterproof construction one,
Femerell surrounding leakage problems are serious in recent years, are fundamentally to solve leakage problems, and consider construction safety, convenience, right
This uses anti-leakage structure.Femerell requirement in work progress very carefully must be easy for if there is construction error
Seepage is caused, current construction management is difficult to meet and requires；Simultaneously after coming into operation, due to temperature change, material it is durable
The influence of property and other factors, can all cause stitching portion to be ftractureed, so as to cause seepage；And the treating seepage of femerell is always
The problem of thorough solution is difficult in engineering.
The content of the invention
The purpose of the present invention is directed to femerell percolating water phenomenon, overcomes the deficiencies in the prior art, there is provided one kind can
Make femerell treating seepage, reinforcement and strengthening, strong adaptability and cost is relatively low and femerell of environmental protection construction seepage
Administration structure and construction method.
The technical solution adopted by the present invention is：A kind of femerell constructs treating seepage structure, including hand falls formula and early resists by force
Ooze concrete, implantation reinforcing bar, femerell, sealing agent, roof boarding, water-swelling rubber water bar, cement-base infiltration crystallization, envelope
Topping material；
In the range of 10~20cm of the femerell surrounding roof boarding cut sealer, waterproof layer, heat-insulation layer until
Structured base layer forms breach；
The bottom brushing cement-base infiltration crystallization of breach is cut, is cut and be provided with gap position roof boarding implantation reinforcing bar conduct
Distributing reinforcement；Femerell surrounding falls the early strong water-tight concrete of formula, 10~12cm of filling thickness, top in vertical direction filled with hand
Closed up using slope, hand falls the early strong water-tight concrete lower section of formula and is provided with post-cast strip, post-cast strip with the new and old material junction of roofing
Highly it is not less than 10cm；The upper and lower both sides correspondence surface mount water-swelling rubber water bar of reinforcing bar, post-cast strip are avoided in post-cast strip
Interior filling sealing agent；The femerell is bound using the material that binds.
Preferably, the roof boarding is implanted into reinforcing bar mode arranges distributing reinforcement, first drill, then injecting glue, it is implanted into reinforcing bar depth
Degree is not less than 20d (d is bar diameter), and globality and structural strength can be improved with this mode.
Preferably, the material that binds is using safety glass, open type skylight or button cement cover board etc., can basis
Difference needs to be selected.
Hand of the present invention is fallen the early strong water-tight concrete of formula and is filled using the artificial hand mode of falling, and the material has micro- swollen, early strong, anti-
Ooze, anti-aging, structural strengthening, without template, easy construction, environmental protection and the slump is low does not flow automatically, can be according to match ratio
The change of middle admixture and adjust just, final setting time for meet construction needs.
A kind of above-mentioned femerell constructs the construction method for the treatment of seepage structure, comprises the following steps：
1), roof boarding cuts sealer, waterproof layer, heat-insulation layer until knot in the range of 10~20cm of femerell surrounding
Structure basic unit forms breach；
2), structured base layer dabbing；
3) structured base layer, brushing cement-base infiltration crystallization, are cleared up；
4) part, is cut in roof boarding drilling, injecting glue, implantation reinforcing bar, distributing reinforcement is arranged, improves structural strength；
5), after reinforcing bar colloid solidification to be implanted, hand falls the early strong water-tight concrete filling of formula, and top is closed up using slope, received
Light is floating, and new and old material junction is not less than 10cm post-cast strips, and hand falls formula morning strong Construction of Impermeable Concrete convenience, simple operation；
6), the upper and lower both sides correspondence surface mount water-swelling rubber water bar of reinforcing bar is avoided in post-cast strip；
7), after concrete final set, to filling sealing agent in post-cast strip；
8), finally bound with the material that binds；Final femerell falls the early strong water-tight concrete of formula and mends using implantation reinforcing bar, hand
Leakage reinforcement, new and old material junction post-cast strip is using cement-base infiltration crystallization, water-swelling rubber water bar, sealing agent filling envelope
Stifled waterproof, top is closed up using slope and is used for draining, and the material that binds binds.
Preferably, the step 5) in hand fall the early strong water-tight concrete of formula and throw away filling into leather hard hand, without propping up
Mould, adjust match ratio, shorten the presetting period, by hand pinch concrete along bar-mat reinforcement upwards, fill order：Get on, get off, from both sides
To centre, to whole region filling it is full.
Water-swelling rubber water bar of the present invention is pasted onto chisels part surrounding.The water-swelling rubber water bar is being met
2-3 times of dilatancy is produced after water, and full of all of irregular surface, hole and gap in groove, while producing huge
Contact, prevents seepage, and general elastomeric material can be eliminated cause because of excessive compression elastic fatigue the characteristics of,
Sealing agent etc. is used cooperatively simultaneously, forms multi layer waterproof.
Beneficial effect：The present invention compared with prior art, with advantages below：
(1) present invention takes femerell surrounding enclosing, stops that roofing parallel water source stream enters, and environmental protection, uses
Long lifespan, it is safe；
(2) present invention takes the method that implantation reinforcing bar, hand fall the early strong water-tight concrete filling of formula, is enclosed outside femerell
Gear, structural integrity is easy construction, relatively low without formwork, reinforcement and strengthening, strong adaptability and cost；
(3) construction technology of the present invention is simple, design science, rationally, and final enclosing region forms hand, and to fall formula early strong impervious mixed
Solidifying soil coordinates reinforcing bar reinforcement waterproof, and the reserved groove of surrounding uses cement-base infiltration crystallization, water-swellable watertight rubber bar and leak stopping
Agent waterproof, top is closed up using slope and is used for draining, and the material that binds binds, and can as needed select different kind of material, controls
Substantially, service life is more long for reason effect；
(4) construction technology of the present invention is fallen the early strong water-tight concrete of formula and is filled using hand, easy construction, without formwork, save
Material, environmental protection；
(5) practicality of the present invention is stronger, safe, easy construction, easily promotes.
Brief description of the drawings
Fig. 1 is structural front view of the invention；
Fig. 2 is the A-A of Fig. 1 to cross-sectional view.
Specific embodiment
The present invention is further illustrated with reference to the accompanying drawings and detailed description.
As shown in Figure 1-2, a kind of femerell construction treating seepage structure, including hand is fallen the early strong water-tight concrete 1 of formula, is planted
Enter reinforcing bar 2, femerell 3, sealing agent 4, roof boarding 5, water-swelling rubber water bar 6, cement-base infiltration crystallization 7, bind material
Material 8；
In the range of the 10~20cm of surrounding of the femerell 3, the sealer of roof boarding 5, waterproof layer, heat-insulation layer are cut straight
To structured base layer；The bottom brushing cement-base infiltration crystallization 7 of breach is cut, is cut in gap position roof boarding 5 and is provided with implantation steel
Muscle 2 is used as distributing reinforcement；The surrounding of femerell 3 falls the early strong water-tight concrete 1 of formula in vertical direction filled with hand, and filling thickness 10~
12cm, top is closed up using slope, and the post-cast strip not less than 10cm is reserved in the new and old material junction of roofing；Steel is avoided in post-cast strip
The upper and lower both sides correspondence surface mount water-swelling rubber water bar 6 of muscle；After concrete final set, to filling sealing agent in post-cast strip
4；Finally bound with the material 8 that binds, such as safety glass, open type skylight or button cement cover board.
The roof boarding 5 is implanted into the mode of reinforcing bar 2 and arranges distributing reinforcement, first drills, then injecting glue, and the implantation depth of reinforcing bar 2 is not small
In 20d (d is bar diameter), globality and structural strength can be improved with this mode.
A kind of above-mentioned femerell constructs the construction method for the treatment of seepage structure, comprises the following steps：
1), in the range of the 5~10cm of surrounding of femerell 3, cut the sealer of roof boarding 5, waterproof layer, heat-insulation layer until
Structured base layer；
2), structured base layer dabbing；
3) structured base layer, brushing cement-base infiltration crystallization 7, are cleared up；
4), cut part drill in roof boarding 5, injecting glue, implantation reinforcing bar 2, arrange distributing reinforcement, improve structural strength；
5), after the solidification of the colloid of reinforcing bar to be implanted 2, hand falls the early strong water-tight concrete 1 of formula and fills, and top is closed up using slope,
Receive light floating, new and old material junction is not less than 10cm post-cast strips, hand falls that the early strong Construction of Impermeable Concrete of formula is convenient, operation just
It is prompt；Hand falls the early strong water-tight concrete of formula and throws away filling into leather hard hand, without formwork, adjusts match ratio, shortens the presetting period, will
Hand pinch concrete along bar-mat reinforcement upwards, fill order：Get on, get off, from both sides to centre, to whole region filling it is full；
6), the upper and lower both sides correspondence surface mount water-swelling rubber water bar 6 of reinforcing bar is avoided in post-cast strip；
7), after concrete final set, to filling sealing agent 4 in post-cast strip；
8), finally bound with the material 8 that binds, such as safety glass, open type skylight or button cement cover board；Final roof
Skylight falls the early strong mending-leakage reinforcement of water-tight concrete 1 of formula using implantation reinforcing bar 2, hand, and new and old material junction post-cast strip uses cement
Based penetrant crystalline 7, water-swelling rubber water bar 6, the filling closure waterproof of sealing agent 4, top are closed up using slope and are used for draining,
The material 8 that binds binds.
Embodiments of the present invention are described in detail above in association with accompanying drawing, but the present invention is not limited to described reality
Apply mode.For one of ordinary skill in the art, in the range of principle of the invention and technological thought, to these implementations
Mode carries out various changes, modification, replacement and deformation and still falls within protection scope of the present invention.
Claims (5)
1. a kind of femerell constructs treating seepage structure, it is characterised in that：The early strong water-tight concrete of formula, implantation steel are fallen including hand
Muscle, femerell, sealing agent, roof boarding, water-swelling rubber water bar, cement-base infiltration crystallization, bind material；
Roof boarding cuts sealer, waterproof layer, heat-insulation layer until structure base in the range of 10 ~ 20cm of the femerell surrounding
Layer forms breach；
The bottom brushing cement-base infiltration crystallization of breach is cut, is cut and be provided with gap position roof boarding implantation reinforcing bar as distribution
Muscle；Femerell surrounding falls the early strong water-tight concrete of formula in vertical direction filled with hand, and 10 ~ 12cm of filling thickness, top uses
Slope is closed up, and hand falls the early strong water-tight concrete lower section of formula and is provided with post-cast strip with the new and old material junction of roofing, and post-cast strip is highly
Not less than 10cm；The upper and lower both sides correspondence surface mount water-swelling rubber water bar of reinforcing bar is avoided in post-cast strip, is filled out in post-cast strip
Fill sealing agent；The femerell is bound using the material that binds.
2. a kind of femerell according to claim 1 constructs treating seepage structure, it is characterised in that：The implantation reinforcing bar
Implantation roof boarding depth is not less than 20d, and d is bar diameter.
3. a kind of femerell according to claim 1 constructs treating seepage structure, it is characterised in that：The material that binds
Using safety glass, open type skylight or button cement cover board.
4. the femerell described in a kind of claim 1,2 or 3 constructs the construction method for the treatment of seepage structure, it is characterised in that：
Comprise the following steps：
1）, roof boarding cuts sealer, waterproof layer, heat-insulation layer until structure base in the range of 10 ~ 20cm of femerell surrounding
Layer forms breach；
2）, structured base layer dabbing；
3）, cleaning structured base layer, brushing cement-base infiltration crystallization；
4）, cut part roof boarding drilling, injecting glue, implantation reinforcing bar, arrange distributing reinforcement, raising structural strength；
5）, after reinforcing bar colloid to be implanted solidification, hand falls the early strong water-tight concrete filling of formula, and top is closed up using slope, receives light and smear
Flat, new and old material junction is not less than 10cm post-cast strips；
6）, in post-cast strip avoid reinforcing bar upper and lower both sides correspondence surface mount water-swelling rubber water bar；
7）, after concrete final set, to filling sealing agent in post-cast strip；
8）, finally bound with the material that binds；Final femerell falls formula early strong water-tight concrete mending-leakage and mends using implantation reinforcing bar, hand
By force, new and old material junction post-cast strip is anti-using cement-base infiltration crystallization, water-swelling rubber water bar, sealing agent filling closure
Water, top is closed up using slope and is used for draining, and the material that binds binds.
5. femerell according to claim 4 constructs the construction method for the treatment of seepage structure, it is characterised in that：The step
Rapid 5）In hand fall the early strong water-tight concrete of formula and throw away filling into leather hard hand, without formwork, match ratio is adjusted, when shortening pre-hardening
Between, by hand pinch concrete along bar-mat reinforcement upwards, fill order：Get on, get off, from both sides to centre, fill full to whole region
Untill.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710182848.4A CN106812265B (en) | 2017-03-24 | 2017-03-24 | Roof skylight structure leakage treatment structure and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710182848.4A CN106812265B (en) | 2017-03-24 | 2017-03-24 | Roof skylight structure leakage treatment structure and construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106812265A true CN106812265A (en) | 2017-06-09 |
| CN106812265B CN106812265B (en) | 2022-04-29 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710182848.4A Active CN106812265B (en) | 2017-03-24 | 2017-03-24 | Roof skylight structure leakage treatment structure and construction method |
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| Country | Link |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108708504A (en) * | 2018-07-06 | 2018-10-26 | 中铁第四勘察设计院集团有限公司 | The buried structure of roofing smoke-discharge skylight and roofing smoke-discharge skylight |
| CN109138284A (en) * | 2018-09-30 | 2019-01-04 | 田间 | A kind of precast prestressed T plate and preparation method thereof with skylight |
| CN110792235A (en) * | 2018-08-03 | 2020-02-14 | 淮安市淮宁钢结构有限公司 | Roof steel structure lighting skylight construction method |
| CN113529693A (en) * | 2021-06-03 | 2021-10-22 | 中建一局集团建设发展有限公司 | Construction method for penetrating pipeline through cutter-suction type corner amplitude ground connecting wall |
| CN113738066A (en) * | 2021-08-24 | 2021-12-03 | 北京城建六建设集团有限公司 | Special-shaped combined patio structure for top of movable room of wind and rain playground and construction method |
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| CN206752868U (en) * | 2017-03-24 | 2017-12-15 | 镇江市建设工程抗震和安全鉴定办公室 | A kind of femerell constructs treating seepage structure |
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| CN102979303A (en) * | 2012-12-07 | 2013-03-20 | 中国十七冶集团有限公司 | Plugging and leakage-proof construction method of kitchen and toilet flue and water supply and drainage pipeline edge |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108708504A (en) * | 2018-07-06 | 2018-10-26 | 中铁第四勘察设计院集团有限公司 | The buried structure of roofing smoke-discharge skylight and roofing smoke-discharge skylight |
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| CN110792235A (en) * | 2018-08-03 | 2020-02-14 | 淮安市淮宁钢结构有限公司 | Roof steel structure lighting skylight construction method |
| CN109138284A (en) * | 2018-09-30 | 2019-01-04 | 田间 | A kind of precast prestressed T plate and preparation method thereof with skylight |
| CN113529693A (en) * | 2021-06-03 | 2021-10-22 | 中建一局集团建设发展有限公司 | Construction method for penetrating pipeline through cutter-suction type corner amplitude ground connecting wall |
| CN113738066A (en) * | 2021-08-24 | 2021-12-03 | 北京城建六建设集团有限公司 | Special-shaped combined patio structure for top of movable room of wind and rain playground and construction method |
| CN113738066B (en) * | 2021-08-24 | 2022-05-24 | 北京城建六建设集团有限公司 | Construction method of special-shaped combined patio structure for top of movable chamber of wind and rain playground |
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| Publication number | Publication date |
|---|---|
| CN106812265B (en) | 2022-04-29 |
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