CN205077525U - Basement waterproof concrete bottom plate post -cast strip is with novel waterstop structure - Google Patents
Basement waterproof concrete bottom plate post -cast strip is with novel waterstop structure Download PDFInfo
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- CN205077525U CN205077525U CN201520666729.2U CN201520666729U CN205077525U CN 205077525 U CN205077525 U CN 205077525U CN 201520666729 U CN201520666729 U CN 201520666729U CN 205077525 U CN205077525 U CN 205077525U
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Abstract
The utility model discloses a basement waterproof concrete bottom plate post -cast strip is with novel waterstop structure, it includes along the waterstop of bottom plate post -cast strip construction joint both sides installation, the waterstop includes the flute profile profiled sheet, the welding has the ribbon steel sheet in the middle of the cell wall outside of flute profile profiled sheet, the ribbon steel sheet links to each other with the reinforcing bar with fixed, it is fixed continuous with bottom plate lower part reinforcing bar and upper portion reinforcing bar respectively with reinforcing bar both ends, the length imbalance of the last bottom wing of flute profile profiled sheet, wherein long wing setting is in the below, the short limb sets up in the top, the upper and lower wing tip of flute profile profiled sheet is partly do not outwards followed outward from top to bottom with perpendicular being provided with of last bottom wing along stretching, it is outer along the edging setting with down to be located down outer bottom plate concrete along the department, bottom plate concrete along the department outside being located sets up with the last outer interval of following. Adopt when new concrete secondary is pour in this structure post -cast strip, the clearance is convenient, and concrete placement vibrates closely knitly easily simultaneously, has improved the post -cast strip concrete from waterproof performance.
Description
Technical field
The utility model relates to a kind of basement water-proof concrete bottom plate rear pouring tape Novel water-stop band structure, belongs to building structure percolation-proof, use of leaking, and is applicable to the basement bottom board late poured band waterstop of waterproof requirement.
Background technology
Along with the expansion of modern city scale, urban architecture monomer area is increasing, building height and the degree of depth are also in continuous refreshing, building foundation base areas and length supergage requirement far away, during back-plane design construction, ater-casting quantity obviously increases, and the waterproof effect of waterstop to ater-casting that new-old concrete connects raft position is most important.
Waterstop mode of occupation conventional at present mainly contains following several:
1, buried comb-shape rubber fastening band in, rubber fastening band utilizes its elastomeric property, can produce after water is met in elastic deformation and volume expansion can occur, therefore play robust sealed effect under various load.
2,
troughing plate waterstop, steel plate for sealing water is generally wide at 300 ~ 400mm, each embedding half in new and old concrete.The new and old concrete seaming position in ater-casting is called constuction joint, after increasing steel plate for sealing water, water is run into steel plate for sealing water and cannot be permeated inward again when new and old concrete connects the gap infiltration of batch position, visible steel plate for sealing water has cut off the permeation pathway of water, steel plate for sealing water has one fixed width, also extend the permeation pathway of water, play waterproof object along the gap infiltration between steel plate for sealing water and concrete.
In above-mentioned two kinds of conventional waterstops, for rubber fastening band: rubber and concrete adhesion poor, in conventional construction, again because rubber is soft elastomer, make concrete when building not easily by tamping, therefore concrete joint expand or drying shrinkage, avulse, reverse time, often can occur that rubber fastening band loosens and comes off, so that can Seepage be produced in the higher situation of head pressure.Simultaneously in work progress, owing to there being the reinforcing bar of the stone of many wedge angles and sharp sword in concrete, if rubber fastening band is not slightly noted being punctured, due to plastics and rubber the low 3-5 of tearing strength specific tensile strength doubly, waterstop is once be punctured or isolating, need not great strength, waterstop will oneself be torn, thus causes the sealing performance of waterstop to reduce.
For
shape steel plate water stopper: because steel plate water stopper is arranged on post empiricism seam place, new-old concrete respectively bury half make alter-pouring strips mould plate therefrom separated cause model sheetinstallat reinforce difficulty larger, and when underplate concrete thickness is less, the foreign material cleaning difficulties such as steel plate water stopper lower position ater-casting root concrete, when building as placed concrete, steel plate water stopper bottom casting and compacting of concrete is difficult to accomplish full closely knit, itself there is infiltration hidden danger.
Summary of the invention
The purpose of this utility model is to overcome the deficiencies in the prior art, there is provided a kind of easy to process, structure simple, install convenient fixing, good water-proof effect, cost economic, is convenient to the basement water-proof concrete bottom plate rear pouring tape Novel water-stop band structure of post empiricism seam formwork, cleaning, concreting.
A kind of basement water-proof concrete bottom plate rear pouring tape Novel water-stop band structure of the present utility model, it comprises the waterstop installed along bottom plate rear pouring tape constuction joint both sides, described waterstop comprises flute profile profiled sheet, band shape steel plate is welded with in the horizontal direction in the middle of the cell wall outside of described flute profile profiled sheet, described band shape steel plate is connected with fixing reinforcing bar, described fixing reinforcing bar two ends are connected with upper reinforcement with base plate lower rebar respectively, the length of the upper bottom wing of described flute profile profiled sheet is unequal, wherein the long wing is arranged on below in the horizontal direction, short limb is arranged on top in the horizontal direction, the tip extension up and down of described flute profile profiled sheet is stretched respectively to outer and is vertically installed with upper and lower outer with upper bottom wing, the underplate concrete and the lower outer edging that are positioned at lower outer place are arranged, the underplate concrete and the interval, upper outer that are positioned at outer place are arranged.
Employing the beneficial effects of the utility model are:
Bottom plate rear pouring tape constuction joint Novel water-stop band end opening concrete cross section and Novel water-stop band bottom wing anti-flat along one outward, gap is left between concrete suitable for reading and the outer anti-edge of Novel water-stop band upper limb, form a structure water stop slot in Novel water-stop band position after concreting completes, utilize groove sealing line block-water effect and waterstop part steel plate dash to form water-proof system.Be applicable to that there is waterproof requirement cast in place reinforced bar and coagulate native bottom plate rear pouring tape constuction joint position waterstop.
Employing the utility model is rational in infrastructure, post empiricism seam position old concrete formwork supporting plate is convenient, when in ater-casting, as placed concrete secondary is built, cleaning is convenient, concreting is simultaneously vibrated easily closely knit, improve ater-casting concrete self-waterproof performance, substantially increase efficiency during young concrete secondary construction in ater-casting.
Accompanying drawing explanation
Fig. 1 is the structural representation of the waterstop in a kind of basement water-proof concrete bottom plate rear pouring tape Novel water-stop band structure of the present utility model;
Fig. 2 is the scheme of installation of the Novel water-stop band structure shown in Fig. 1.
Detailed description of the invention
Below in conjunction with specific embodiment, and with reference to accompanying drawing, the utility model is described further:
A kind of basement water-proof concrete bottom plate rear pouring tape Novel water-stop band structure of the present utility model as shown in drawings, it comprises the waterstop installed along bottom plate rear pouring tape constuction joint both sides, described waterstop comprises flute profile profiled sheet 9, band shape steel plate 10 is welded with in the horizontal direction in the middle of the cell wall outside of described flute profile profiled sheet 9, described band shape steel plate 10 is connected with fixing reinforcing bar 11, described fixing reinforcing bar 11 two ends are connected with upper reinforcement 7 with base plate lower rebar 8 respectively, the length of the upper bottom wing of described flute profile profiled sheet 9 is unequal, wherein the long wing is arranged on below in the horizontal direction, short limb is arranged on top in the horizontal direction, the tip extension up and down of described flute profile profiled sheet 9 is stretched respectively to outer and is vertically installed with upper and lower outer with upper bottom wing, the underplate concrete and the lower outer edging that are positioned at lower outer place are arranged, the underplate concrete and the interval, upper outer that are positioned at outer place are arranged.
Apparent size of the present utility model can be determined according to the design of engineering, preferred flute profile profiled sheet 9 and band shape steel plate 10 thickness are greater than 3mm, the groove height of flute profile profiled sheet 9 and upper and lower wing span are from being not less than 100mm, the short limb width of flute profile profiled sheet 9 is not less than 50mm, and the width of band shape steel plate 10 is not less than 100mm.
The installation and application of this product is as follows: first press the compacting of shape shown in Fig. 1 inequilateral flute profile profiled sheet 9, cutting band shape steel plate 10, will be with shape steel plate 10 and not wing limit flute profile profiled sheet 9 by scheming to weld, form monolithic Novel water-stop band 2.
Secondly as shown in Figure 2: snap the line on underplate concrete bed course 1 colligation base plate lower rebar 8 and upper reinforcement 7, by Novel water-stop band 2 by fixing with reinforcing bar 11 respectively with band shape steel plate 10 and the base plate upper reinforcement 7 of composition Novel water-stop band 2, lower rebar 8 is welded and fixed, guarantee the position of Novel water-stop band 2, bottom plate rear pouring tape constuction joint place template is installed respectively in the bottom 3 of Novel water-stop band 2 and position, top 4, build underplate concrete 6, structure water stop slot is formed at Novel water-stop band 2 place after form removal, after underplate concrete intensity and superstructure condition reach designing requirement, ater-casting concrete 5 is also built in cleaning ater-casting, sealing ability and the water-resisting ability of himself of structure is formed by Novel water-stop band 2, jointly reach the stagnant water effect that late poured band constuction joint place is good.
Claims (2)
1. a basement water-proof concrete bottom plate rear pouring tape Novel water-stop band structure, it is characterized in that: it comprises the waterstop installed along bottom plate rear pouring tape constuction joint both sides, described waterstop comprises flute profile profiled sheet, band shape steel plate is welded with in the horizontal direction in the middle of the cell wall outside of described flute profile profiled sheet, described band shape steel plate is connected with fixing reinforcing bar, described fixing reinforcing bar two ends are connected with upper reinforcement with base plate lower rebar respectively, the length of the upper bottom wing of described flute profile profiled sheet is unequal, wherein the long wing is arranged on below in the horizontal direction, short limb is arranged on top in the horizontal direction, the tip extension up and down of described flute profile profiled sheet is stretched respectively to outer and is vertically installed with upper and lower outer with upper bottom wing, the underplate concrete and the lower outer edging that are positioned at lower outer place are arranged, the underplate concrete and the interval, upper outer that are positioned at outer place are arranged.
2. basement water-proof concrete bottom plate rear pouring tape Novel water-stop band structure according to claim 1, it is characterized in that: described flute profile profiled sheet and band shape steel plate thickness are greater than 3mm, the wing span up and down of flute profile profiled sheet is from being not less than 100mm, the short limb width of flute profile profiled sheet is not less than 50mm, and the width of band shape steel plate is not less than 100mm.
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CN201520666729.2U CN205077525U (en) | 2015-08-28 | 2015-08-28 | Basement waterproof concrete bottom plate post -cast strip is with novel waterstop structure |
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CN201520666729.2U CN205077525U (en) | 2015-08-28 | 2015-08-28 | Basement waterproof concrete bottom plate post -cast strip is with novel waterstop structure |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109356201A (en) * | 2018-10-19 | 2019-02-19 | 中铁第四勘察设计院集团有限公司 | A kind of the interface waterproof construction and interface method for waterproofing of new-old concrete |
CN110258651A (en) * | 2019-07-16 | 2019-09-20 | 中城投集团第六工程局有限公司 | Basement roof post-cast strip shifts to an earlier date enclosed construction and construction method |
CN110318430A (en) * | 2019-06-28 | 2019-10-11 | 中国二十冶集团有限公司 | Basement post-pouring zone water-stopping method |
CN111042206A (en) * | 2019-12-27 | 2020-04-21 | 广西大胡子防水科技有限公司 | Waterproof construction method for underground engineering node |
-
2015
- 2015-08-28 CN CN201520666729.2U patent/CN205077525U/en active Active
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109356201A (en) * | 2018-10-19 | 2019-02-19 | 中铁第四勘察设计院集团有限公司 | A kind of the interface waterproof construction and interface method for waterproofing of new-old concrete |
CN109356201B (en) * | 2018-10-19 | 2023-11-28 | 中铁第四勘察设计院集团有限公司 | Interface waterproof structure of new and old concrete and interface waterproof treatment method |
CN110318430A (en) * | 2019-06-28 | 2019-10-11 | 中国二十冶集团有限公司 | Basement post-pouring zone water-stopping method |
CN110258651A (en) * | 2019-07-16 | 2019-09-20 | 中城投集团第六工程局有限公司 | Basement roof post-cast strip shifts to an earlier date enclosed construction and construction method |
CN111042206A (en) * | 2019-12-27 | 2020-04-21 | 广西大胡子防水科技有限公司 | Waterproof construction method for underground engineering node |
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Effective date of registration: 20180914 Granted publication date: 20160309 |
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Date of cancellation: 20190618 Granted publication date: 20160309 |