CN204163113U - A kind of nethike embrane formula ater-casting being applied to basement wall slab - Google Patents
A kind of nethike embrane formula ater-casting being applied to basement wall slab Download PDFInfo
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- CN204163113U CN204163113U CN201420494463.3U CN201420494463U CN204163113U CN 204163113 U CN204163113 U CN 204163113U CN 201420494463 U CN201420494463 U CN 201420494463U CN 204163113 U CN204163113 U CN 204163113U
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Abstract
The utility model discloses a kind of nethike embrane formula ater-casting being applied to basement wall slab, comprise the first wallboard and the second wallboard, and the ater-casting be arranged between the first wallboard and the second wallboard, and be arranged on the first wallboard, the pressure-resisting plate of ater-casting and the second wallboard bottom, ater-casting and the first wallboard and the second wallboard junction are provided with closing in net and sponge strip successively, closing in net and sponge strip are provided with steel plate for sealing water, steel plate for sealing water one end extends in the first wallboard and the second wallboard, the other end extends in ater-casting, top, ater-casting is provided with waterproof membrane, bottom, ater-casting is provided with supporting steel plate, supporting steel plate bottom is connected with junction steel plate, junction steel plate extends in pressure-resisting plate, closing in net and sponge strip bottom are provided with weather strip, weather strip is wrapped with sealing mat.Its structure is simple, uses, easy for installation, simple to operate, resistance to compression and support strength high, antiseep is effective, and cost is low, and easy construction is applied widely, long service life, has safe and reliable effect.
Description
Technical field
The utility model relates to a kind of nethike embrane formula ater-casting being applied to basement wall slab.
Background technology
In high-building construction, in order to eliminate or alleviate the adverse effect that concrete produces building because of warm shrinkage strain and structure sediment distortion etc., often late poured band is set at some position of basement.And there is Seepage in existing ater-casting concrete local, simultaneously because of behind indwelling ater-casting to the adverse effect of basement construction period, this all can bring certain loss to user.
Summary of the invention
It is simple that the technical problems to be solved in the utility model is to provide a kind of structure, use, easy for installation, simple to operate, resistance to compression and support strength high, antiseep is effective, and cost is low, easy construction, applied widely, long service life, has the nethike embrane formula ater-casting being applied to basement wall slab of safe and reliable effect.
For solving the problem, the utility model adopts following technical scheme:
A kind of nethike embrane formula ater-casting being applied to basement wall slab, comprise the first wallboard and the second wallboard, and the ater-casting be arranged between the first wallboard and the second wallboard, and be arranged on the first wallboard, the pressure-resisting plate of ater-casting and the second wallboard bottom, described ater-casting and the first wallboard and the second wallboard junction are provided with closing in net and sponge strip successively, described closing in net and sponge strip are provided with steel plate for sealing water, described steel plate for sealing water one end extends in the first wallboard and the second wallboard, the other end extends in ater-casting, top, described ater-casting is provided with waterproof membrane, bottom, described ater-casting is provided with supporting steel plate, described supporting steel plate bottom is connected with junction steel plate, described junction steel plate extends in pressure-resisting plate, described closing in net and sponge strip bottom are provided with weather strip, described weather strip is wrapped with sealing mat, described weather strip and sealing mat are embedded in pressure-resisting plate.
As preferred technical scheme, 5 stirrups, 20 the first principal rods and 10 second principal rods are provided with in described pressure-resisting plate, a described stirrup, 4 the first principal rods and 2 the second principal rods form a principal rod group, described principal rod group is provided with five, and adopt connecting reinforcement to be interconnected between five principal rod groups, described junction steel plate extends to and is arranged in middle principal rod group, and pours into a mould in aggregates.
As preferred technical scheme, described waterproof membrane covers closing in net and the sponge strip of the junction of whole ater-casting and ater-casting and the first wallboard and the second wallboard.
As preferred technical scheme, in described ater-casting, be provided with reinforcing rib.
A kind of beneficial effect being applied to the nethike embrane formula ater-casting of basement wall slab of the utility model is: during use, by set sponge strip, joint can be kept smooth, mortar leakage prevention; By set waterproof membrane, outside water quality can be avoided to enter after in ater-casting, the Seepage of ater-casting is strengthened, and the weather strip arranged at ater-casting and the first wallboard and the second wallboard bottom and sealing mat, add the antiseep effect of ater-casting; Arranged by the internal construction of pressure-resisting plate, increase the entire compression intensity of pressure-resisting plate, by the reinforcing rib arranged in ater-casting, add resistance to compression and the support strength of ater-casting self.Its structure is simple, uses, easy for installation, simple to operate, resistance to compression and support strength high, antiseep is effective, and cost is low, and easy construction is applied widely, long service life, has safe and reliable effect.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is a kind of structural representation being applied to the nethike embrane formula ater-casting of basement wall slab of the utility model.
Detailed description of the invention
Consult a kind of nethike embrane formula ater-casting being applied to basement wall slab shown in Fig. 1, comprise the first wallboard 1 and the second wallboard 2, and the ater-casting 3 be arranged between the first wallboard 1 and the second wallboard 2, and be arranged on the first wallboard 1, the pressure-resisting plate 4 of ater-casting 3 and the second wallboard 2 bottom, described ater-casting 3 and the first wallboard 1 and the second wallboard 2 junction are provided with closing in net 5 and sponge strip 6 successively, described closing in net 5 and sponge strip 6 are provided with steel plate for sealing water 7, described steel plate for sealing water 7 one end extends in the first wallboard 1 and the second wallboard 2, the other end extends in ater-casting 3, top, described ater-casting 3 is provided with waterproof membrane 8, bottom, described ater-casting 3 is provided with supporting steel plate 9, described supporting steel plate 9 bottom is connected with junction steel plate 10, described junction steel plate 10 extends in pressure-resisting plate 4, described closing in net 5 and sponge strip 6 bottom are provided with weather strip 11, described weather strip 11 is wrapped with sealing mat 12, described weather strip 11 and sealing mat 12 are embedded in pressure-resisting plate 4.
5 stirrups, 13,20 the first principal rod 14 and 10 second principal rods 15 are provided with in described pressure-resisting plate 4, a described stirrup 13,4 the first principal rods 14 and 2 the second principal rods 15 form a principal rod group 16, described principal rod group 16 is provided with five, and adopt connecting reinforcement 17 to be interconnected between five principal rod groups 16, described junction steel plate 10 extends to and is arranged in middle principal rod group 16, and pours into a mould in aggregates.
Described waterproof membrane 8 covers closing in net 5 and the sponge strip 6 of the junction of whole ater-casting 3 and ater-casting 3 and the first wallboard 1 and the second wallboard 2, by set sponge strip 6, joint can be kept smooth, mortar leakage prevention.
Reinforcing rib 18 is provided with in described ater-casting 3.
Further, by vibrational power flow of the present utility model, substantially increase construction efficiency, ensure that workmanship; Not only eliminate ater-casting concrete localized seepage phenomenon, and eliminate because of behind indwelling ater-casting to the adverse effect of basement construction period; Be applicable to the cleaning of industry and civilian construction basement wall board post poured band.
Further, ater-casting does not stay Temperature Joint as super long building and do not stay the technical measures of settlement joint between highrise building high-level partial and podium.Seam because of ater-casting is wide closely related with the thickness of wall, plate, water after design the seam of band wide time should do following consideration, 200mm is less than to wallboard thickness, stitches and widely get 800mm; Be greater than 200mm, stitch wide getting and be no more than 1000mm, to the base plate of basement, stitch and widely generally get 1000mm, when base plate thickness is more than 1000mm, when being less than 1500mm, stitching and widely get 1000mm, when base plate thickness is greater than 1500mm, stitches and widely get 1200mm.
To the form of fracture of ater-casting seam crossing, should process according to wallboard thickness concrete condition.General wallboard thickness being less than to 300mm, can make vertical masonry joint; Thickness is greater than to the wallboard of 300 mm (but being no more than 600mm), stairstepping or upper and lower symmetrical groove shape can be made, thickness is greater than to the wallboard of 600mm, the form of concavity or polygon spill can be done.
Reinforcing bar process in ater-casting, whether through reinforcing bar disconnect, and is the type of ater-casting (seam).For pouring after settlement, reinforcing bar should be through, waters band to shrinkage joint, and reinforcing bar should disconnect, and to beam and slab structure, plate breaking of muscle and tendon is opened, and beam muscle should be through.If reinforcing bar does not disconnect, the concrete shrinkage near reinforcing bar will suffer restraints, and plate breaking of muscle and tendon is opened, beam muscle should be through, if reinforcing bar does not disconnect, the concrete shrinkage near reinforcing bar will suffer restraints, appear at the crack beyond predetermined portion after producing tensile stress, thus reduce the ability of structure tension carrying.
Allow section percentage according to the joint of specification to reinforcing bar, arrange ater-casting should on two or more section, and the ater-casting on different section should tortuously be communicated with.Meanwhile, ater-casting should be arranged on the less position of structural internal force.
The concrete construction requirement in ater-casting: the rear pouring concrete in ater-casting, should use non-shrinkage concrete to fill with real.Non-shrinkage concrete can adopt expansive cement mixing, and admixture also can be adopted to have the ordinary Portland cement mixing of the Admixture of expansion, and concrete strength is at least identical with first pouring concrete or improve one-level.
The watering time of the rear pouring concrete in ater-casting, selects different watering times by dissimilar ater-casting.Post-concreted expansion strip---determine according to contraction deadline of first placing of concrete.Different cement type, Different Water-Cement Ratio, the concrete of different temperature condition maintenances will be distinguished its time of having shunk and determine, and after being generally casting and constructing, 60d carries out ater-casting concrete casting, in construction period urgent and have special at need, also should not be less than 30d.Indwelling pouring after settlement, generally after building settlement is stable, then should pour into a mould the concrete of ater-casting.
The joint form of ater-casting, strictly must press working drawing construction.Bulkhead or fill raised line according to interface shape on bulkhead during constuction joint construction.The cleaning of the concrete surface that will harden before fluid concrete, dabbing, moistening, must vibration compacting to the concrete at this place, combine closely to make concrete and hardened concrete.Especially basement bottom board more will be noted improving its impermeable structure ability, avoids the phenomenon that seeps water.
After the first pouring concrete of ater-casting completes, should manage to protect, adopt top cover, surrounding temporary railing or go along with sb. to guard him masonry and the method such as to go along with sb. to guard him.Prevent sanitary fill in ater-casting be difficult to cleaning and work progress in reinforcing bar contaminated, trample.
Water part concrete behind ater-casting and must use non-shrinkage concrete, with good conditionsily preferably mix some early strength water-reducing agents, should do examination and join before construction, mixing wants conscientious, meticulously pours dense, is also noted that maintenance afterwards.
Ater-casting is across interior beam slab before rear pouring concrete is not yet poured into a mould, and structure on two sides is in cantilever force state for a long time.In construction period, this can not be removed across interior template and support, after rear pouring concrete design strength reaches 75 % of its intensity level, then must remove by basipetal order.After the pouring concrete of ater-casting, determine that the time interval monitors, by these data and with the settlement observation record in the time.
Further, when structure segment length is larger, take following technology technology and working measure to reduce temperature and concrete shrinkage to the impact of structure:
(1) reinforcement ratio is improved at the position that top layer, bottom, gable and vertical wall end standard width of a room in an old-style house equitemperature change greatly, in the Bars In Poured Concrete Slab region that temperature, shrinkage stress are larger, rebar spacing should be taken as 150-200mm, and temperature shrinkage reinforcing bar should be arranged on the last arrangement of reinforcement surface of plate, the upper and lower surface of plate all should not be less than 0.1% along the reinforcement ratio of longitudinal and transverse two directions.Temperature shrinkage reinforcing bar can utilize the through layout of original reinforcing bar, also can arrange distributing bar net separately, and overlaps or anchoring in surrounding member by the requirement of tensile reinforcement with original reinforcing bar.
(2) top layer strengthens heat insulation measure, and exterior wall arranges insulation layer.
(3) Construction Later Casting Zone is set every 30 ~ 40m, bandwidth 800 ~ 1000mm.
(4) top arranges the less form of structure of rigidity, or arranges local temperature seam, structure is divided into the structure that length is shorter.
(5) concrete adopting contraction less, reduces cement consumption, and adds suitable Admixture.
(6) in structure design, give larger swelling stress in the place that structure both shrinks stress is larger and compensate, the width of general reinforcing band is 2m, and suitably increasing between band suitably increases horizontal tectonics reinforcing bar 15% ~ 20%.
A kind of beneficial effect being applied to the nethike embrane formula ater-casting of basement wall slab of the utility model is: during use, by set sponge strip, joint can be kept smooth, mortar leakage prevention; By set waterproof membrane, outside water quality can be avoided to enter after in ater-casting, the Seepage of ater-casting is strengthened, and the weather strip arranged at ater-casting and the first wallboard and the second wallboard bottom and sealing mat, add the antiseep effect of ater-casting; Arranged by the internal construction of pressure-resisting plate, increase the entire compression intensity of pressure-resisting plate, by the reinforcing rib arranged in ater-casting, add resistance to compression and the support strength of ater-casting self.Its structure is simple, uses, easy for installation, simple to operate, resistance to compression and support strength high, antiseep is effective, and cost is low, and easy construction is applied widely, long service life, has safe and reliable effect.
The above, be only detailed description of the invention of the present utility model, but protection domain of the present utility model is not limited thereto, and any change of expecting without creative work or replacement, all should be encompassed within protection domain of the present utility model.Therefore, the protection domain that protection domain of the present utility model should limit with claims is as the criterion.
Claims (4)
1. one kind is applied to the nethike embrane formula ater-casting of basement wall slab, it is characterized in that: comprise the first wallboard and the second wallboard, and the ater-casting be arranged between the first wallboard and the second wallboard, and be arranged on the first wallboard, the pressure-resisting plate of ater-casting and the second wallboard bottom, described ater-casting and the first wallboard and the second wallboard junction are provided with closing in net and sponge strip successively, described closing in net and sponge strip are provided with steel plate for sealing water, described steel plate for sealing water one end extends in the first wallboard and the second wallboard, the other end extends in ater-casting, top, described ater-casting is provided with waterproof membrane, bottom, described ater-casting is provided with supporting steel plate, described supporting steel plate bottom is connected with junction steel plate, described junction steel plate extends in pressure-resisting plate, described closing in net and sponge strip bottom are provided with weather strip, described weather strip is wrapped with sealing mat, described weather strip and sealing mat are embedded in pressure-resisting plate.
2. the nethike embrane formula ater-casting being applied to basement wall slab according to claim 1, it is characterized in that: in described pressure-resisting plate, be provided with 5 stirrups, 20 the first principal rods and 10 second principal rods, a described stirrup, 4 the first principal rods and 2 the second principal rods form a principal rod group, described principal rod group is provided with five, and adopt connecting reinforcement to be interconnected between five principal rod groups, described junction steel plate extends to and is arranged in middle principal rod group, and pours into a mould in aggregates.
3. the nethike embrane formula ater-casting being applied to basement wall slab according to claim 1, is characterized in that: described waterproof membrane covers closing in net and the sponge strip of the junction of whole ater-casting and ater-casting and the first wallboard and the second wallboard.
4. the nethike embrane formula ater-casting being applied to basement wall slab according to claim 1, is characterized in that: be provided with reinforcing rib in described ater-casting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420494463.3U CN204163113U (en) | 2014-08-30 | 2014-08-30 | A kind of nethike embrane formula ater-casting being applied to basement wall slab |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420494463.3U CN204163113U (en) | 2014-08-30 | 2014-08-30 | A kind of nethike embrane formula ater-casting being applied to basement wall slab |
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| Publication Number | Publication Date |
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| CN204163113U true CN204163113U (en) | 2015-02-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420494463.3U Expired - Fee Related CN204163113U (en) | 2014-08-30 | 2014-08-30 | A kind of nethike embrane formula ater-casting being applied to basement wall slab |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105133663A (en) * | 2015-09-18 | 2015-12-09 | 中铁十六局集团城市建设发展有限公司 | Post-cast strip device and construction method thereof |
| CN106639321A (en) * | 2017-01-03 | 2017-05-10 | 中冶建筑研究总院有限公司 | Method and structure for controlling shrinkage cracks of ultra-long concrete structure |
| CN106948504A (en) * | 2017-04-27 | 2017-07-14 | 中国十七冶集团有限公司 | Assembled wallboard water seepage prevention vertical abutment joint structure and its construction method |
-
2014
- 2014-08-30 CN CN201420494463.3U patent/CN204163113U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105133663A (en) * | 2015-09-18 | 2015-12-09 | 中铁十六局集团城市建设发展有限公司 | Post-cast strip device and construction method thereof |
| CN106639321A (en) * | 2017-01-03 | 2017-05-10 | 中冶建筑研究总院有限公司 | Method and structure for controlling shrinkage cracks of ultra-long concrete structure |
| CN106948504A (en) * | 2017-04-27 | 2017-07-14 | 中国十七冶集团有限公司 | Assembled wallboard water seepage prevention vertical abutment joint structure and its construction method |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150218 Termination date: 20150830 |
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| EXPY | Termination of patent right or utility model |