CN207419749U - A kind of waterproof exterior wall of new high shock resistance - Google Patents
A kind of waterproof exterior wall of new high shock resistance Download PDFInfo
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- CN207419749U CN207419749U CN201721057387.XU CN201721057387U CN207419749U CN 207419749 U CN207419749 U CN 207419749U CN 201721057387 U CN201721057387 U CN 201721057387U CN 207419749 U CN207419749 U CN 207419749U
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- shock resistance
- high shock
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Abstract
The utility model discloses a kind of waterproof exterior wall of new high shock resistance.The utility model is made of supporting member, filling wall and its outside waterproof wall.Wall and outside waterproof wall are filled on the inside of being set between supporting member, supporting member helps armored concrete water proof exterior wall with waterproof wall on the outside of filling wall using armored concrete is jointly cast-in-place, and high shock resistance energy double wall is collectively formed by being reliably connected between all steel reinforced concrete water proof exterior wall and filling wall.The novel external wall water resistance is good, antidetonation has multi-way prevention, performance protrudes, and the utility model is respectively provided with significance for external wall waterproof and antidetonation.
Description
Technical field：
The utility model is related to technical field of buildings, are specially a kind of new waterproof exterior wall of high shock resistance, belong to building
External wall waterproof, building aseismicity and assembled architecture technical field.
Background technology：
As China's urban construction continues to develop, the security and service life of architectural engineering are more and more concerned.Building
External wall waterproof has very important effect to the use function of building, especially under the requirement of building energy conservation, the effect of waterproof
It is more and more important.But due to increase, the wind pressure increasing of the multifarious development of external wall, and depth of building, cause exterior wall
Percolation ratio increases, and reduces use function and thermal and insulating performance of the exterior wall as building enclosure, also causes exterior wall service life
Shortening.Therefore the water resistance of external wall is more and more paid attention to.
In skyscraper, structure type is most of all to use frame structure, shear wall structure and frame-shear-wall structure,
Exterior wall is only partly reinforced concrete shear wall, remaining filling wall is largely masonry wall.However, since armored concrete is cut
Power wall is two kinds of different materials from filling wall, and the two linear expansion coefficient has differences, and the contraction distortion of two kinds of materials is asynchronous,
The problem of so as to generate Interface Crack, further cause exterior wall leakage.
At present, domestic external wall waterproof patent is generally realized by external wall structure waterproof or brushing exterior wall waterproofing coating
External wall waterproof.
Wang Zhong discloses a kind of external wall waterproof construction (Authorization Notice No.：206070765 U of CN, application number：
201621102792.4), the outside of the external wall wall body structure includes successively from inside to outside：Wall body structure layer；It is arranged on
Screed-coat on the wall body structure layer；The flexible waterproof layer being arranged on the screed-coat；It is arranged on the flexible waterproof layer
On surface layer；The indoor of external wall wall body structure includes successively from inside to outside：Wall body structure layer；It is arranged on the wall knot
Screed-coat on structure layer；The inorganic waterproof and dampproof layer of scale aqueous epoxide resin paint being arranged on the screed-coat.The building
Exterior wall has inside and outside twice waterproof construction, simple in structure, there is good water proof anti-seepage effect.
Luan Yinfeng etc. discloses a kind of external wall waterproof structure (application publication number：103924690 A of CN, application number：
201410167693.3), the external wall waterproof structure knits mylar and water-proofing anticracking including polymer cement waterproof paint layer, seam
Screed, polymer cement waterproof paint layer are coated on insulating layer of external wall or screed-coat, and the seam knits mylar and is pasted onto polymerization
On object cement waterproof paint layer, water-proofing anticracking mortar layer is coated in the seam and knits on mylar.The external wall waterproof structure is not easy to be broken
Bad, waterproof effect is preferable.
Xu Desheng discloses a kind of external wall water-repellent paint and preparation method thereof (application publication number：CN 105062297
A, application number：201510563153.1), which includes silicone binder, butyl glycidyl ether and nanometer light
The components such as catalyst material.The external wall water-repellent paint can form the ventilative hydrophobic with certain depth on external wall
Film prevents the invasion of moisture.
More than query result shows that country's external wall waterproof predominantly stays in simple outer veneer of wall stage, very great Cheng at present
It is relied on degree on exterior wall and multilayer flashing layer is simply provided or simply brushing water-repellent paint realizes external wall waterproof in exterior wall,
The rigid waterproofing mode program of this kind of setting multilayer flashing layer is various, and construction is complicated, and without ductility；And the flexibility of coating water-proof
Waterproof type is affected by temperature larger, and construction quality is not easy to ensure, and may discharge pernicious gas, does not take into full account reinforcing bar
Concrete shear force wall generates what Interface Crack leaked so as to cause outer wall cracking from filling both walls due to linear expansion coefficient is different
The problem of problem, external wall waterproof, can not eradicate always.
On the other hand, China is the multiple country of earthquake, and anti-vibration defense lines are particularly important, and anti-vibration defense lines are more, is more beneficial to protect
Hinder the people's lives and property safety.Shear wall structure is also deposited because the advantages that its anti-side rigidity is big, sidesway is small is used widely
In many problems.
Traditional shear wall structure fills wall with it and forms 2 anti-vibration defense lines.During coming earthquake, filling wall is as first
Road anti-vibration defense lines earthquake energy, after filling wall destroys, shear wall is as second anti-vibration defense lines earthquake energy.So
And the construction quality for filling wall is very different, filling wall, which does not play a role, sometimes just first destroys, and shear wall is as unique one
The direct earthquake energy of road anti-vibration defense lines, due to the complexity of earthquake-resistant structure system, failure mode and position are unpredictable, people
The security of the lives and property of the people can not be to be fully ensured.
Gao Shuling etc. discloses a kind of manufacturing method (Shen Qing Publication of the masonry wall with high shearing resistance and high shock resistance energy
Number：106592815 A of CN, application number：201611112963.6), this method comprises the following steps：Brick is taken out, uses polyethylene
Alcohol fiber reinforced cement-based composite material is built by laying bricks or stones as masonry mortar using " 31 " masonry method；To wall after the completion of building by laying bricks or stones
The two sides of body is plastered, and plastering mortar is high-toughness material；Watering maintenance, Zhi Hou are carried out to wall in 1-7 days after plastering
Maintenance obtained masonry wall to 28 day age under outdoor environmental conditions.It the method improve the shear behavior and shock resistance of masonry wall
Energy.
Cheng Yuxiang etc. discloses a kind of seismic shear wall (Authorization Notice No. CN 203684455U, application number：
201420057772.4), which includes edge member, antishock device and Wavy steel plate, is provided with inside shear wall anti-
Device is shaken, in earthquake come when attacking, buffering is played the role of in the injury caused by earthquake, mitigates the disaster of earthquake zone, antidetonation energy
Power is stronger.
More than query result shows that country's seismic structural wall, earthquake resistant wall predominantly stays in the stage of the reinforcement of single track anti-vibration defense lines at present, very
Providing fortification against earthquakes for structure is improved by the filling wall of enhancing single track anti-vibration defense lines or the anti-seismic performance of shear wall in big degree, and
It does not account for by improving the anti-seismic performance of structure by the form for increasing anti-vibration defense lines.It is this kind of by single anti-vibration defense lines
Earthquake-resistant structure is carried out, unit cost needed for raising anti-seismic performance is higher, and increase rate is limited, and easily causes safety problem, together
When, leakage problems are easily led to using fabricated construction.
Based on above research and analysis, a kind of new waterproof external wall structure of high shock resistance is proposed.This new high anti-seismic
Performance water proof exterior wall structure has 3 compound anti-vibration defense lines, anti-seismic performance enhancing, and safety stock improves.Meanwhile it is mixed using all steel muscle
Xtah Crude Clay structure is obviously improved the water resistance of external wall.
The content of the invention：
The technical problem to be solved by the utility model is to provide a kind of waterproof exterior wall of new high shock resistance, to overcome
The problems such as the defects of existing building external wall waterproof, single antidetonation system defence line, realizes wall collection buildings waterproof function and is answered with 3
Close the improvement of the multi-functional of anti-vibration defense lines.
The utility model adopts the following technical solution：
A kind of waterproof exterior wall of new high shock resistance is made of supporting member, filling wall and its outside waterproof wall, is holding
Wall and outside waterproof wall are filled in setting inside between reconstructing part, and supporting member is mixed with waterproof wall on the outside of filling wall using reinforcing bar
Solidifying soil is jointly cast-in-place to help armored concrete water proof exterior wall, by being reliably connected between all steel reinforced concrete water proof exterior wall and filling wall
Collectively form high shock resistance energy double wall.
The waterproof exterior wall of new high shock resistance, supporting member are shear wall or frame column.
The waterproof exterior wall of new high shock resistance, wall can punch mouth or the mouth that do not punch according to design requirement.
The waterproof exterior wall of new high shock resistance, the filling wall between supporting member are masonry wall, dry wall or wall
Plate, using scene build by laying bricks or stones or it is prefabricated by the way of be molded.
The filling wall, the scene of can be used builds by laying bricks or stones, lifts or assembled form of construction work.
The filling wall, waterproof wall pours preceding construction on the outside or waterproof wall is constructed after pouring on the outside.
The filling wall, the connection mode with the supporting member of both sides are rigid connection or flexible connection.
Compared with traditional architectural technology, the utility model has the advantage of：
(1) exterior wall is continuous all steel tendon concrete structure, and water resistance is obviously improved；
(2) cast-in-place concrete supporting member, waterproof wall and filling wall collectively form high shock resistance on the outside of cast-in-place concrete
Energy double wall, has 3 compound anti-vibration defense lines, the anti-seismic performance of building structure is greatly improved；
(3) when filling wall in inside is first built by laying bricks or stones, it can reduce engineering as the template of outside cast in situ ferroconcrete wall body and make
Valency cost；
(4) bearing wall can be molded with outside waterproof wall one-piece casting, convenient and quick construction.
Description of the drawings：
A kind of waterproof exterior wall stereogram of Fig. 1 high shock resistances between shear wall
A kind of waterproof exterior wall front view of Fig. 2 high shock resistances between shear wall
A kind of waterproof exterior wall top view of Fig. 3 high shock resistances between shear wall
Fig. 4 is a kind of waterproof exterior wall stereogram of frame intercolumniation high shock resistance
Fig. 5 is a kind of waterproof exterior wall front view of frame intercolumniation high shock resistance
Fig. 6 is a kind of waterproof exterior wall top view of frame intercolumniation high shock resistance
A kind of waterproof exterior wall stereogram of Fig. 7 high shock resistances between frame column and shear wall
A kind of waterproof exterior wall front view of Fig. 8 high shock resistances between frame column and shear wall
A kind of waterproof exterior wall top view of Fig. 9 high shock resistances between frame column and shear wall
Figure 10 is the first embodiment (shear wall shape of the new waterproof exterior wall of high shock resistance provided by the utility model
Formula) stereoscopic schematic diagram；
Figure 11 is second of embodiment (frame cylindricality of the new waterproof exterior wall of high shock resistance provided by the utility model
Formula) stereoscopic schematic diagram；
Figure 12 be the new waterproof exterior wall of high shock resistance provided by the utility model the third embodiment (frame column with
Shear wall form) stereoscopic schematic diagram.
The reference numerals are as follows：
Reinforced concrete shear wall cast-in-place 1-；Cast-in-situ steel reinforced concrete mine dam on the outside of 2-；Masonry wall on the inside of 3-,
The filling wall that dry wall or wallboard are used as；Reinforced concrete frame column cast-in-place 4-；5- inner wall of building.
Specific embodiment：
It, below will knot in order to which those skilled in the art can be better understood from technical solution provided by the utility model
Embodiment is closed the utility model is described in detail.
Embodiment 1 is masonry wall using water proof exterior wall form between shear wall, filling wall, and form of construction work is built by laying bricks or stones for scene；
Embodiment 2 uses frame intercolumniation water proof exterior wall form, and filling wall is precast wall body, and form of construction work is lifting；Embodiment 3 is adopted
With water proof exterior wall form between frame column and shear wall, filling wall is wallboard, and form of construction work is lifting, assembly.
Embodiment 1：
As shown in Figure 1, the waterproof exterior wall of new high shock resistance, by shear wall (1), filling wall (3) and its outside
Waterproof wall (2) forms, and inside filling wall (3) and outside waterproof wall (2) is set between shear wall (1), shear wall (1) is with filling out
It fills waterproof wall (2) on the outside of wall and helps armored concrete water proof exterior wall, full reinforced concrete using armored concrete is jointly cast-in-place
Between native water proof exterior wall and filling wall (3) high shock resistance energy double wall is collectively formed by being reliably connected.
The waterproof exterior wall of new high shock resistance, supporting member are shear wall (1).
The waterproof exterior wall of new high shock resistance, wall punch mouth according to design requirement.
The waterproof exterior wall of new high shock resistance, the filling wall (3) between shear wall (1) is masonry wall, using scene
The mode built by laying bricks or stones is molded.
The filling wall (3), the form of construction work built by laying bricks or stones using scene.
The filling wall (3), on the outside waterproof wall (2) construct after pouring.
The filling wall (3), the connection mode with the shear wall (1) of both sides are flexible connection.
Embodiment 2：
As shown in figure 4, the waterproof exterior wall of new high shock resistance, by frame column (4), filling wall (3) and its outside
Waterproof wall (2) forms, and inside filling wall (3) and outside waterproof wall (2) is set between frame column (4), frame column (4) is with filling out
It fills waterproof wall (2) on the outside of wall and helps armored concrete water proof exterior wall, full reinforced concrete using armored concrete is jointly cast-in-place
Between native water proof exterior wall and filling wall (3) high shock resistance energy double wall is collectively formed by being reliably connected.
The waterproof exterior wall of new high shock resistance, supporting member are frame column (4).
The waterproof exterior wall of new high shock resistance, wall punch mouth according to design requirement.
The waterproof exterior wall of new high shock resistance, the filling wall (3) between frame column (4) is dry wall, and use is prefabricated
Mode be molded.
The filling wall (3), using the form of construction work of on-site hoisting.
The filling wall (3), on the outside waterproof wall (2) construct after pouring.
The filling wall (3), the connection mode with the frame column (4) of both sides are flexible connection.
Embodiment 3：
As shown in fig. 7, the waterproof exterior wall of new high shock resistance, by shear wall (1), frame column (4), filling wall
(3) and its outside waterproof wall (2) forms, and between shear wall (1) and frame column (4) inside filling wall (3) and outside is set to prevent
Waterwall body (2), shear wall (1), frame column (4) and waterproof wall (2) on the outside of filling wall are jointly cast-in-place using armored concrete
Armored concrete water proof exterior wall is helped, is collectively formed between all steel reinforced concrete water proof exterior wall and filling wall (3) by being reliably connected
High shock resistance energy double wall.
The waterproof exterior wall of new high shock resistance, supporting member is shear wall (1), frame column (4).
The waterproof exterior wall of new high shock resistance, wall punch mouth according to design requirement.
The waterproof exterior wall of new high shock resistance, the filling wall (3) between shear wall (1) and frame column (4) are wallboard,
It is molded by the way of prefabricated.
The filling wall (3), using on-site hoisting, assembled form of construction work.
The filling wall (3), on the outside waterproof wall (2) construct after pouring.
The filling wall (3), the connection mode of shear wall (1), frame column (4) with both sides is flexible connection.
Above-mentioned embodiment is merely to illustrate more preferably several schemes of the application, and the protection domain of the application is not formed
Any restrictions, those skilled in the art carries out common variations and alternatives in the range of the application should all be included in the application's
Within protection domain.
Claims (7)
1. a kind of waterproof exterior wall of new high shock resistance, it is characterized in that：By supporting member, filling wall and its outside waterproof wall group
Into filling wall and outside waterproof wall, supporting member are adopted with waterproof wall on the outside of filling wall on the inside of setting between supporting member
Armored concrete water proof exterior wall is helped with armored concrete is jointly cast-in-place, is passed through between all steel reinforced concrete water proof exterior wall and filling wall
It is reliably connected and collectively forms high shock resistance energy double wall.
2. a kind of new waterproof exterior wall of high shock resistance according to claim 1, it is characterized in that：Supporting member is shear wall
Or frame column.
3. a kind of new waterproof exterior wall of high shock resistance according to claim 1, it is characterized in that：Wall can be wanted according to design
Ask punch mouth or the mouth that do not punch.
4. a kind of new waterproof exterior wall of high shock resistance according to claim 1, it is characterized in that：Filling between supporting member
Wall for masonry wall, dry wall either wallboard using scene build by laying bricks or stones or it is prefabricated by the way of be molded.
5. a kind of new waterproof exterior wall of high shock resistance according to claim 4, it is characterized in that：Scene can be used in filling wall
It builds by laying bricks or stones, lift or assembled form of construction work.
6. a kind of new waterproof exterior wall of high shock resistance according to claim 4, it is characterized in that：Fill wall waterproof on the outside
Wall pours preceding construction or waterproof wall is constructed after pouring on the outside.
7. a kind of new waterproof exterior wall of high shock resistance according to claim 4, it is characterized in that：Filling wall and both sides are held
The connection mode of part is reconstructed as rigid connection or flexible connection.
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| CN201721057387.XU CN207419749U (en) | 2017-08-23 | 2017-08-23 | A kind of waterproof exterior wall of new high shock resistance |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107366369A (en) * | 2017-08-23 | 2017-11-21 | 湖南大学 | A kind of new high shock resistance energy water proof exterior wall and its construction method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107366369A (en) * | 2017-08-23 | 2017-11-21 | 湖南大学 | A kind of new high shock resistance energy water proof exterior wall and its construction method |
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