CN206360137U - Administration structure in one kind construction exterior wall mending-leakage reinforcement - Google Patents
Administration structure in one kind construction exterior wall mending-leakage reinforcement Download PDFInfo
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- CN206360137U CN206360137U CN201621345246.3U CN201621345246U CN206360137U CN 206360137 U CN206360137 U CN 206360137U CN 201621345246 U CN201621345246 U CN 201621345246U CN 206360137 U CN206360137 U CN 206360137U
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- wall
- exterior wall
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- leakage
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Abstract
The utility model discloses administration structure in one kind construction exterior wall mending-leakage reinforcement, inner surface 10~15cm thickness is cut in the inner side of outer wall of seepage first, temporary leaking water is carried out to leak location, inclined hole, outer low and inner high draining are beaten on wall for non-outer wall of basement；Clear up basic unit, brushing cement-base infiltration crystallization；Then cutting in metope, at 2~5cm of edge, pasting water expandable waterstop；Wall locations implantation reinforcing bar 5 is being cut again, distributing reinforcement is arranged；Then wall on the early strong water-tight concrete of formula is fallen using hand, groove is reserved in new and old material junction；Sealing agent is finally filled into groove after concrete final set.Administering method of the present utility model has low reasonable in design, cost, easy construction, simple operation, structural strengthening, and without formwork, economize on resources, using inside governance, working security is high, efficiently solves the problem of exterior wall leakage now and makes the mending-leakage reinforcement simultaneously of exterior wall leakage inside governance.
Description
Technical field
The utility model is related to buildings waterproof leakage mending technique field, more particularly in a kind of mending-leakage reinforcement of skin
Administration structure.
Background technology
Exterior wall is the big difficult point of waterproof construction one, and external wall leakage problems are serious in recent years, are fundamentally to solve exterior wall
Ftracture leakage problems, and considers construction safety, conveniently, to being administered in this progress mending-leakage reinforcement.Exterior wall is required in work progress
Must be conscientious careful, it is easy for causing seepage if there is construction error, current construction management is difficult to meet to require；Exist simultaneously
After coming into operation, due to the influence of temperature change, the differential settlement of ground, the durability of material and other factors, it can all draw
Outer wall cracking is played, so as to cause seepage；And the exterior wall of the treating seepage of exterior wall particularly skyscraper is always to be difficult in engineering
The problem of thoroughly solving.
Utility model content
The purpose of this utility model is to be directed to water leakage through exterior wall phenomenon, overcomes the deficiencies in the prior art, solves building general
Store-through insoluble seepage problem there is provided a kind of exterior wall leakage inside governance, reinforcement and strengthening, strong adaptability and cost compared with
It is low, and without administering construction in formwork, the construction exterior wall mending-leakage reinforcement of environmental protection.
The technical solution adopted in the utility model is：Administration structure in one kind construction exterior wall mending-leakage reinforcement, including beam (circle
Beam), sealing agent, post (constructional column), hand fall the early strong water-tight concrete of formula, implantation reinforcing bar, rubber water-proof bar, construction exterior wall, cement
Based penetrant crystalline and inclined hole；
Wall part between the beam and column is divided into three layers from the outside to the core, is followed successively by construction exterior wall, cement-based penetrant knot
Brilliant and hand falls the early strong water-tight concrete of formula；The gross thickness that the cement-base infiltration crystallization and hand fall the early strong water-tight concrete of formula is 10
~15cm；
The cement-base infiltration crystallization pastes the rubber water-proof bar of water-swellable at 2~5cm of edge；For non-underground
Room wall, the construction exterior wall is provided with inclined hole, and inclined hole is outer low and inner high；The hand is fallen in the early strong water-tight concrete of formula provided with implantation
Reinforcing bar, hand falls the early strong gap between water-tight concrete and beam, post of formula and is filled with sealing agent.
Preferably, the structure type of the construction exterior wall includes masonry structure and reinforced concrete frame structure, substantially
Meet current major structural types.
Preferably, the implantation reinforcing bar mode arranges distributing reinforcement, not less than 20d, (d is that reinforcing bar is straight to implantation reinforcing bar depth
Footpath), it can improve structural strength with this mode.
Preferably, the aperture of the inclined hole is 6~12mm.
A kind of construction method for constructing administration structure in exterior wall mending-leakage reinforcement, comprises the following steps：
1), inner surface 10~15cm thickness is cut in the construction exterior wall of seepage；
2) temporary leaking water, is carried out to leak location, seepage is seriously located to use foaming agent, and seepage is slightly located to use hydrophilic loop
Oxygen；
3) inclined hole, outer low and inner high draining, are beaten using hole grinding machine on wall for non-outer wall of basement；
4) basic unit, brushing cement-base infiltration crystallization, are cleared up；
5), cutting in metope, at 2~5cm of edge, pasting water-swelling rubber water bar；
6) wall segment, is cut in beam and cylindrical drill hole, injecting glue, implantation reinforcing bar, is arranged distributing reinforcement, is improved structural strength；
7), after reinforcing bar colloid solidification to be implanted, wall on the early strong water-tight concrete of formula is fallen using hand, receipts light is floating, new and old material
Expect that groove is reserved in junction, groove is interior big outer small, and wall on the early strong water-tight concrete of formula is fallen using hand；
8) sealing agent, is filled into reserved groove, final exterior wall falls formula using crack closure, cement-base infiltration crystallization, hand
Early strong water-tight concrete waterproof, new and old material is using water-swellable watertight rubber bar, sealing agent filling closure waterproof, non-basement
Wall uses and beats inclined hole from draining.
Preferably, the step 2) in foaming agent use oiliness polyurethane.
Preferably, the step 7) in hand fall the early strong water-tight concrete of formula and throw away upper wall into leather hard hand, upper wall is suitable
Sequence：Get on, get off, from both sides to centre, untill entirely cutting area filling is full, and surrounding leaves groove, and groove is interior big
It is outer small.
The utility model water-swelling rubber water bar is pasted onto wall and chisels part surrounding.The hydro-expansive rubber stops
Water bar produces 2-3 times of dilatancy after water is met, and full of irregular surface, hole and gap all in groove, produces simultaneously
Raw huge contact, prevents seepage, and can eliminate general elastomeric material because elasticity is tired caused by excessive compression
The characteristics of labor, while being used cooperatively with foam water-stop, sealing agent etc., form multi layer waterproof.
Beneficial effect：The utility model compared with prior art, with advantages below：
(1) the utility model takes inside governance mode, without outdoor work, safe particularly with high-level structure；
(2) the utility model takes non-outer wall of basement original structure member-retaining portion sander to open inclined hole, and hole direction is interior height
It is outer low, structure is formed from draining；
(2) the utility model takes leakage closure, brushing cement base, implantation reinforcing bar, hand to fall the early strong water-tight concrete of formula
The method of upper wall, thoroughly prevents exterior wall leakage, and easy construction, reinforcement and strengthening, strong adaptability and cost are relatively low；
(3) the utility model construction technology is simple, design science, rationally, final to dig position wall formation hand to fall formula early
Strong water-tight concrete coordinates reinforcing bar reinforcement waterproof, and surrounding reserves groove and uses water-swellable watertight rubber bar and sealing agent waterproof,
Inclined hole is beaten from draining on the outside of non-outer wall of basement, is prevented in outer row, and substantially, service life is longer for regulation effect；
(4) the utility model construction technology falls wall on the early strong water-tight concrete of formula using hand, easy construction, without formwork,
Save material, environmental protection；
(5) the utility model practicality is stronger, safe, easy construction, easily promotes.
Brief description of the drawings
Fig. 1 is structural front view of the present utility model；
Fig. 2 for Fig. 1 A-A to cross-sectional view；
Fig. 3 is Fig. 1 B-B direction cross-sectional view.
Embodiment
The utility model is further described with reference to the accompanying drawings and detailed description.
As Figure 1-3, administration structure in a kind of construction exterior wall mending-leakage reinforcement, including including beam (collar tie beam) 1, sealing agent 2,
Post (constructional column) 3, hand fall the early strong water-tight concrete 4 of formula, implantation reinforcing bar 5, rubber water-proof bar 6, construction exterior wall 7, cement-based penetrant
Crystallization 8, inclined hole 9；
The inner side of the construction exterior wall 7 cuts inner surface 10~15cm thickness, and temporary leaking water is carried out to leak location, for
Non- outer wall of basement beats inclined hole 9, outer low and inner high draining on wall；Clear up basic unit, brushing cement-base infiltration crystallization 8；Then exist
Cut in metope, at 2~5cm of edge, paste water-swelling rubber water bar 6；Wall locations are being cut using implantation again
The mode of reinforcing bar 5 arranges distributing reinforcement；Hand falls wall on the early strong water-tight concrete 4 of formula, and groove is reserved in new and old material junction；It is last to mix
Sealing agent 2 is filled into groove after solidifying soil final set；
The construction exterior wall 7 suitable structures type includes masonry structure and reinforced concrete frame structure, substantially meets mesh
Preceding major structural types.The construction exterior wall 7 is administered without outdoor work using inner side, particularly with high-level structure, without room
Outer operation, it is safe.The implantation reinforcing bar 5, first drills, then injecting glue, and not less than 20d, (d is that reinforcing bar is straight to implantation reinforcing bar depth
Footpath), it can improve structural strength with this mode.
The hand falls wall on the early strong water-tight concrete 4 of formula, and hand is fallen the early strong water-tight concrete 4 of formula and fallen using artificial hand in mode
Wall, the material has micro- swollen, early strong, impervious, anti-aging, structural strengthening, easy construction, without formwork, environmental protection and collapse
Degree of falling is low not to flow automatically, and first, final setting time can be adjusted according to the change of admixture in match ratio to meet construction needs.
A kind of construction method for constructing administration structure in exterior wall mending-leakage reinforcement, comprises the following steps：
1), inner surface 10~15cm thickness is cut in the construction exterior wall 7 of seepage；
2) temporary leaking water, is carried out to leak location, seepage is seriously located to use foaming agent (oiliness polyurethane), and seepage is slightly located
Using hydrophilic epoxy；
3) inclined hole 9, is beaten using hole grinding machine on wall for non-outer wall of basement, outer low and inner high draining, aperture 6~
12mm；
4) basic unit, brushing cement-base infiltration crystallization 8, are cleared up；
5), cutting in metope, at 2~5cm of edge, pasting water-swelling rubber water bar 6；
6), cut wall segment drill in beam 1 and post 3, injecting glue, implantation reinforcing bar 5, arrange distributing reinforcement, improve structural strength；
7), after reinforcing bar colloid solidification to be implanted, wall on the early strong water-tight concrete 4 of formula is fallen using hand, receipts light is floating, new and old material
Expect that groove is reserved in junction, groove is interior big outer small, falls wall easy construction on the early strong water-tight concrete of formula using hand, operates just
It is prompt, without formwork；
8) sealing agent 2, is filled into reserved groove, final exterior wall is fallen using crack closure, cement-base infiltration crystallization 8, hand
The early strong waterproof of water-tight concrete 4 of formula, new and old material junction groove is using water-swellable watertight rubber bar 6, the filling envelope of sealing agent 2
Stifled waterproof, non-basement wall uses and beats inclined hole 9 from draining.
It should be pointed out that for those skilled in the art, before the utility model principle is not departed from
Put, some improvements and modifications can also be made, these improvements and modifications also should be regarded as protection domain of the present utility model.This reality
Applying each part being not known in example can use prior art to be realized.
Claims (4)
1. administration structure in one kind construction exterior wall mending-leakage reinforcement, it is characterised in that：It is early strong anti-that formula is fallen including beam, sealing agent, post, hand
Ooze concrete, implantation reinforcing bar, rubber water-proof bar, construction exterior wall, cement-base infiltration crystallization and inclined hole；
Wall part between the beam and column is divided into three layers from the outside to the core, be followed successively by construction exterior wall, cement-base infiltration crystallization and
Hand falls the early strong water-tight concrete of formula；The cement-base infiltration crystallization and hand fall the gross thickness of the early strong water-tight concrete of formula for 10 ~
15cm；
The cement-base infiltration crystallization pastes the rubber water-proof bar of water-swellable at 2 ~ 5cm of edge；For non-basement wall
Body, the construction exterior wall is provided with inclined hole, and inclined hole is outer low and inner high；The hand is fallen in the early strong water-tight concrete of formula provided with implantation steel
Muscle, hand falls the early strong gap between water-tight concrete and beam, post of formula and is filled with sealing agent.
2. administration structure in a kind of construction exterior wall mending-leakage reinforcement according to claim 1, it is characterised in that：Outside the construction
The structure type of wall includes masonry structure and reinforced concrete frame structure.
3. administration structure in a kind of construction exterior wall mending-leakage reinforcement according to claim 1, it is characterised in that：The implantation steel
Muscle mode arranges distributing reinforcement, and implantation reinforcing bar depth is not less than 20d, and d is bar diameter.
4. administration structure in a kind of construction exterior wall mending-leakage reinforcement according to claim 1, it is characterised in that：The inclined hole
Aperture is 6 ~ 12mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621345246.3U CN206360137U (en) | 2016-12-08 | 2016-12-08 | Administration structure in one kind construction exterior wall mending-leakage reinforcement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621345246.3U CN206360137U (en) | 2016-12-08 | 2016-12-08 | Administration structure in one kind construction exterior wall mending-leakage reinforcement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206360137U true CN206360137U (en) | 2017-07-28 |
Family
ID=59373538
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621345246.3U Withdrawn - After Issue CN206360137U (en) | 2016-12-08 | 2016-12-08 | Administration structure in one kind construction exterior wall mending-leakage reinforcement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206360137U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106480993A (en) * | 2016-12-08 | 2017-03-08 | 东南大学 | Administration structure and construction method in a kind of exterior wall mending-leakage reinforcement of construction |
| CN114562041A (en) * | 2022-04-06 | 2022-05-31 | 南通理工学院 | Anti-seepage structure applying precast concrete member |
-
2016
- 2016-12-08 CN CN201621345246.3U patent/CN206360137U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106480993A (en) * | 2016-12-08 | 2017-03-08 | 东南大学 | Administration structure and construction method in a kind of exterior wall mending-leakage reinforcement of construction |
| CN106480993B (en) * | 2016-12-08 | 2019-03-19 | 东南大学 | Administration structure and construction method in a kind of construction exterior wall leak repairing reinforcement |
| CN114562041A (en) * | 2022-04-06 | 2022-05-31 | 南通理工学院 | Anti-seepage structure applying precast concrete member |
| CN114562041B (en) * | 2022-04-06 | 2023-05-02 | 南通理工学院 | Anti-seepage structure using precast concrete member |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170728 Effective date of abandoning: 20190319 |