CN202509530U - Post-cast strip water stopping steel plate combined structure of foundation bottom plate - Google Patents
Post-cast strip water stopping steel plate combined structure of foundation bottom plate Download PDFInfo
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- CN202509530U CN202509530U CN 201220192417 CN201220192417U CN202509530U CN 202509530 U CN202509530 U CN 202509530U CN 201220192417 CN201220192417 CN 201220192417 CN 201220192417 U CN201220192417 U CN 201220192417U CN 202509530 U CN202509530 U CN 202509530U
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- plate
- sealing water
- steel
- water stopping
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Abstract
The utility model provides a post-cast strip water stopping steel plate combined structure of a foundation bottom plate. The post-cast strip water stopping steel plate combined structure comprises a water stopping steel plate, wherein an upper steel wire net plate and a lower steel wire net plate are arranged at the upper part and the lower part of the water stopping steel plate; the upper steel wire net plate is supported through a plurality of vertical upper supporting reinforcing steel bars, and the plurality of vertical upper supporting reinforcing steel bars are fixed through first main ribs and second main ribs respectively, wherein the first main ribs are connected with the upper ends of the plurality of vertical upper supporting reinforcing steel bars, and the second main ribs are connected to the lower ends thereof; the lower steel wire net is supported through a plurality of vertical lower supporting reinforcing steel bars, and the plurality of vertical lower supporting reinforcing steel bars are fixed through third main ribs and fourth main ribs, wherein the third main ribs are connected to the upper ends of the plurality of vertical lower supporting reinforcing steel bars, and the fourth main ribs are connected to the lower ends thereof; the upper steel wire net plate and the lower steel wire net plate are integrally welded through the second main ribs, the third main ribs and the water stopping steel plate; and reinforcement supports are welded on two lower sides of the water stopping steel plate. The post-cast strip water stopping steel plate combined structure has good effect on preventing leaking, and can reliably prevent the water stopping steel plate from offsetting due to the overflowing of the concrete, as well as preventing impurities from falling in the post-cast strip.
Description
Technical field
The utility model relates to a kind of device that the bigger concrete structure of underground area prevents position, ater-casting percolating water that is used for, and in particular, the utility model relates to a kind of sole plate post-poured strip steel plate for sealing water combining structure.
Background technology
At present, in industry and civilian construction were constructed, the Foundation Design that area is bigger all will be kept somewhere the ater-casting.The ater-casting is for preventing that monolithic reinforced concrete structure is owing to the interim constuction joint of establishing is stayed according to the code requirement that designs or construct in harmful crack that reasons such as temperature, contraction inequality and differential settlement produce in sole plate, wall, beam relevant position in building operations; This constuction joint temporarily is divided into several portions with structure; After the process contraction process of component inside some time; Again to this constuction joint disturbing concrete, thereby the several portions of structure is linked to be an integral body.
But, the construction of such ater-casting, often the situation of percolating water appears in the bonding surface at position, basic ater-casting, and both administers very difficulty, is not easy again to administer thoroughly.
For this reason, the insider has studied and multiplely the method for percolating water situation occurred in order to prevent and treat position, aforementioned basic ater-casting bonding surface, for example the expansion sealing rod that adopts of prior art, rubber fastening band, leading sealing ater-casting, steel plate for sealing water or the like.Yet all there are shortcomings and deficiencies in various degree in the employing of these methods:
(1) adopt the expansion sealing rod, generally speaking, the antiseep effect is not too obvious;
(2) adopt rubber fastening band,, be easy to during construction also not have the sealing effect owing to reasons such as stone, iron wire and vibratory concrete are destroyed because of its intensity is lower;
(3) adopt leading sealing ater-casting, though certain effect is arranged, its cost is very high, and effect neither be very remarkable;
(4) adopt steel plate for sealing water; Though effect is more obvious,, in work progress, cause steel plate for sealing water off normal phenomenon and foreign material to fall into the situation in the ater-casting easily because of the concrete in the ater-casting is excessive owing to be difficult to fix; Thereby directly influence stagnant water effect, cause the fund waste.
The utility model content
The utility model technical problem to be solved just provides the sole plate post-poured strip steel plate for sealing water combining structure that a kind of steel plate for sealing water off normal that causes because of concrete is excessive when having good antiseep effect, can play the sealing effect reliably and preventing concreting and foreign material fall into phenomenon in the ater-casting.
The technical purpose of the utility model is achieved through following technical scheme:
A kind of sole plate post-poured strip steel plate for sealing water combining structure comprises steel plate for sealing water, and the upper and lower part of said steel plate for sealing water is provided with the upper and lower steel fabric sheet that is positioned at its longitudinal center respectively; The described steel fabric sheet of going up is by some upright upper support reinforced bar support, and some described upper support reinforcing bars are fixed with the second main muscle that is connected its lower end through the first main muscle that connects in the top respectively; Described steel fabric sheet down is by some upright lower support reinforced bar support, and some described lower support reinforcing bars are fixed with the 4th main muscle that is connected its lower end through the 3rd main muscle that connects in the top respectively; Said upper and lower steel fabric sheet is welded as a whole through the second main muscle and the 3rd main muscle and described steel plate for sealing water respectively, and the both sides, below of said steel plate for sealing water are the welded reinforcement support respectively.
Adjacent two described upper support bar space are not more than 300mm.
Adjacent two described lower support bar space are not more than 300mm.
The spacing of adjacent two said Steel bar racks is not more than 500mm.
The utility model compared with prior art has following beneficial effect:
(1) because the steel plate for sealing water in the utility model and the main muscle of steel fabric sheet are welded as integral body; So possessed good fixed effect; Thereby the steel plate for sealing water in work progress of avoiding common appearance in the prior art is placed and fixing difficult and phenomenon easy off normal in concreting process, and stagnant water effect is remarkable.
(2) because being welded as on whole and the described upper and lower steel fabric sheet, upper and lower steel fabric sheet in the utility model and described steel plate for sealing water be provided with some bearing bars; So be convenient to firm fixation; Thereby effectively prevent concrete leaking outside in the process of building; And guarantee that described upper and lower steel fabric sheet can not destroyed because of pressure too big in the work progress, has avoided the defective that concrete leaks outside in the prior art.
(3) since in the utility model with the main muscle of said upper and lower steel fabric sheet upper/lower terminal main body fixing ribs as said upper and lower base plate, so practiced thrift reinforcing bar to a certain extent, reduced cost.
(4) since in the utility model with the cushion block of described mortar bar as the lower shoe reinforcing bar, not only can save the operation that cushion block is set specially but also the concrete can guarantee to build the time can not leak outside because of the slit between reinforcing bar and the bed course, thereby guarantee workmanship.
(5) because when installing the combining structure of the utility model; The concrete grout that is provided with wide 400mm at the place, ater-casting accumulates groove and is used for storing a small amount of concrete grout that outflows in the mesh by said upper and lower steel fabric sheet; So can avoid the cleaning work that cuts in later stage, thereby improve speed of application.
(6) because the composite board combining structure that upper plate top is fixed corresponding to the zone of said ater-casting described in the utility model is a block mold; And, fixes underplate concrete before building; Remove when treating ater-casting concreting; So guaranteed the neat, straight of edge, ater-casting, foreign material and the rubbish also having avoided simultaneously occurring usually in the prior art fall into the situation in the ater-casting, thereby reduce because the manpower that cleaning work caused and the waste of time of later stage foreign material.
Description of drawings
Fig. 1 is the axonometric drawing of sealing armor Plate in the utility model.
Fig. 2 is the profile of sealing armor Plate in the utility model.
Fig. 3 is the fixedly figure of the utility model bottom plate rear pouring tape steel plate for sealing water.
The specific embodiment
Below in conjunction with accompanying drawing and embodiment the technical scheme of the utility model is done to specify.
With reference to Fig. 1, Fig. 2, the sole plate post-poured strip steel plate for sealing water combining structure of the utility model comprises steel plate for sealing water 4, and the upper and lower part of said steel plate for sealing water 4 is provided with the last steel fabric sheet 5 and following steel fabric sheet 18 that is positioned at its longitudinal center respectively; The described steel fabric sheet 5 of going up is supported by some upright upper support reinforcing bars 11 and lower support reinforcing bar 21 respectively with following steel fabric sheet 18; Some described upper support reinforcing bars 11 are fixed with the second main muscle 20 that is connected its lower end through the first main muscle 3 that connects in the top respectively; Some described lower support reinforcing bars 21 are fixed with the 4th main muscle 8 that is connected its lower end through the 3rd main muscle 17 that connects in the top respectively; The described steel fabric sheet 5 of going up is welded as a whole with described steel plate for sealing water 4 through the second main muscle 20 and the 3rd main muscle 17 respectively with following steel fabric sheet 18, and the both sides, below of said steel plate for sealing water 4 are welded reinforcement support 6 respectively.
For the described steel fabric sheet 5 of going up is played the reliable supporting effect with following steel fabric sheet 18, present technique requires the spacing of adjacent two described upper support reinforcing bars 11 and lower support reinforcing bar 21 to be not more than 300mm.
In order described steel plate for sealing water 4 to be played firm reliably effect, the spacing that the present technique requirement is supported on adjacent two said Steel bar racks 6 of both sides, said steel plate for sealing water 4 below is not more than 500mm.
With reference to Fig. 3, the erection method of the utility model sole plate post-poured strip steel plate for sealing water combining structure may further comprise the steps:
(1) cushion construction:
Confirm that at first the ater-casting position line and ater-casting place concrete grout accumulates the position line of groove 9; Carry out the pouring construction of bed course 10; Requirement was dug dark 30mm with the position that said concrete grout accumulates groove 9 before building bed course 10; Its objective is that the absolute altitude that when building the concrete of said bed course 10, makes said concrete grout accumulate groove 9 places reduces 30mm; The width dimensions that requires said ater-casting 12 simultaneously is about 800mm, reserves when placing said steel plate for sealing water combining structure the position that installs of Steel bar rack 6 wherein with convenient both sides of accumulating groove 9 at said concrete grout.
(2) mortar bar construction:
When the bed course 10 of waiting to accomplish construction reaches the intensity that allows follow-up construction; On described bed course 10, confirm the position line of mortar bar 7; Carry out the construction of said mortar bar 7, the width dimensions that requires said mortar bar 7 is 100mm, and height dimension accords with the drawing design; Length dimension equals the elongated of said ater-casting; Require described mortar bar 7 to keep straight state along the position of said ater-casting 12 simultaneously, guaranteeing described in the said steel plate for sealing water combining structure that the 4th main muscle 8 of steel fabric sheet 18 lower ends can stablely be placed on the described mortar bar 7 down, and concrete leaks outside or excessive can prevent to build described ater-casting 12 time.
(3) welding procedure of steel plate for sealing water combining structure:
1. the steel plate that adopts gauge to adhere to specification is made the steel plate for sealing water 4 in the said steel plate for sealing water combining structure;
2. fixing some upright upper support reinforcing bars 11 on the steel fabric sheet 5 on described require the spacing between adjacent two upper support reinforcing bars 11 to be not more than 300mm; Fixing some upright lower support reinforcing bars 21 on described steel fabric sheet 18 down require the spacing between adjacent two lower support reinforcing bars 21 to be not more than 300mm;
3. the upper/lower terminal at some said upper support reinforcing bars 11 welds the first main muscle 3 and the second main muscle 20 respectively; Upper/lower terminal at some said lower support reinforcing bars 21 welds the 3rd main muscle 17 and the 4th main muscle 8 respectively;
4. welding fabrication said gone up steel fabric sheet 5 is welded on said steel plate for sealing water 4 top longitudinal center through the second main muscle 20 position; Again the said down steel fabric sheet 18 of welding fabrication is welded on the position of said steel plate for sealing water 4 bottom longitudinal center through the 3rd main muscle 17; Then, both sides difference welded reinforcement support 6 requires the spacing of adjacent two Steel bar racks 6 to be not more than 500mm below said steel plate for sealing water 4.
(4) installing of upper and lower base plate laid reinforcement binding and steel plate for sealing water combining structure:
1. on described mortar bar 7, become lower shoe 16 with transversely arranged lower bottom muscle colligation; Respectively place a steel plate for sealing water combining structure corresponding to two side edge of said ater-casting 12 above that then; And the 4th main muscle 8 that guarantees following steel fabric sheet 18 lower ends in the said steel plate for sealing water combining structure is placed on the described mortar bar 7; Then; With the described the 4th main muscle 8 serves as to lay the basis, and lower rebar 13 colligations that will vertically lay according to the spacing of designing requirement successively in its two side areas are on described lower shoe 16;
2. after treating all the lower rebar 13 colligations completion on the said lower shoe 16; The fixing respectively reinforcing bar stirrup 14 that several are vertically arranged in the both sides of said steel plate for sealing water combining structure; Require the lateral separation between described reinforcing bar stirrup 14 and the said steel plate for sealing water combining structure to be not more than 500mm; And the distance between two said reinforcing bar stirrups 14 vertically arranging also is not more than 500mm, with 15 pairs of said steel plate for sealing water combining structures of upper plate of avoiding next step laying the damage that possibly cause;
3. with said laying basis of going up the first main muscle 3 on steel fabric sheet 5 tops as vertical laying upper reinforcement 19; And all upper reinforcements 19 that will need vertically to lay according to the spacing of designing requirement successively in the zone of the said first main muscle 3 both sides are arranged; Then, arranging at the bottom of the good top on the muscle 19 with transversely arranged upper reinforcement colligation upper plate 15.
(5) the composite board combining structure is fixing;
After waiting to constitute the whole colligations completion of upper reinforcement and acceptance(check) of said upper plate 15; The fixing composite board combining structure in the zone of corresponding said ater-casting 12 on the top of said upper plate 15; Described composite board combining structure comprises that length dimension equals two elongated flitches 1 of said ater-casting 12; Two described flitches 1 are separately fixed at the position of said upper plate 15 corresponding to the first main muscle 3 in two steel plate for sealing water combining structures; Overlap fixedly composite board 2 on two described flitches 1; The width of said composite board 2 equals the width of said ater-casting 12, and described composite board combining structure fixes through steel wire and the upper reinforcement that constitutes said upper plate 15, and looks for straight formwork for placing and protection as said ater-casting 12 through backguy.
(6) underplate concrete and ater-casting are concrete builds;
1. after accomplishing above each step and acceptance(check), carry out the concreting of base plate, for after guaranteeing good fixed effect and prevent that the rubbish foreign material from falling into ater-casting 12, accomplish this to build, described composite board combining structure should keep;
That 2. treats said base plate builds that effect is able to guarantee and when being suitable for carrying out next step construction, remove described composite board combining structure, carries out the concreting of said ater-casting 12.
In above-mentioned erection method, play stable supporting role in order to make described mortar bar 7, the cement mortar that the mortar bar 7 in the utility model adopted 1: 2 is made; In order to exempt the factor that influences construction speed, described steel plate for sealing water combining structure should be before installing construction welding fabrication; In order to reach the purpose of practicing thrift reinforcing bar and raising the efficiency, described upper support reinforcing bar 11 all can adopt the waste material reinforcement fabrication of job site with lower support reinforcing bar 21 and Steel bar rack 6.
The application of the utility model has overcome many shortcomings and deficiencies of prior art, and its advantage shows:
(1) set-up mode of steel plate for sealing water combining structure; Avoided the phenomenon of the easy steel plate for sealing water off normal that occurs in the prior art; Not only intensity is high; And stagnant water effect is good, and the part reinforcing bar in the steel plate for sealing water combining structure is the rational Application of job site waste material, has also reduced cost to a certain extent;
(2) setting of composite board combining structure and the reservation of a period of time behind bottom slab concreting thereof in the steel plate for sealing water combining structure; Prevented that well foreign material and rubbish get into the phenomenon of ater-casting in the prior art, and the concrete grout seepage is run the phenomenon of emitting when having avoided concreting.
(3) previous embodiment is after the completion basis is built 5 months; Place, described ater-casting has still kept the kilter of leakproof; Solved the problem that percolating water appears in insoluble bonding surface in the ater-casting construction of prior art, obtained the utility model technology the technique effect that will reach.
Above with reference to accompanying drawing and embodiment, the utility model technology is schematically described, this description does not have restricted.Those of ordinary skill in the art will be understood that in practical application the set-up mode of each parts and construction sequence all some change possibly take place in the utility model, and other staff also possibly make similar Design under its enlightenment.Only it is pointed out that otherwise break away from the design aim of the utility model that all conspicuous change and similar Design thereof all are included within the protection domain of the utility model.
Claims (4)
1. a sole plate post-poured strip steel plate for sealing water combining structure comprises steel plate for sealing water, it is characterized in that, the upper and lower part of said steel plate for sealing water is provided with the upper and lower steel fabric sheet that is positioned at its longitudinal center respectively; The described steel fabric sheet of going up is by some upright upper support reinforced bar support, and some described upper support reinforcing bars are fixed with the second main muscle that is connected its lower end through the first main muscle that connects in the top respectively; Described steel fabric sheet down is by some upright lower support reinforced bar support, and some described lower support reinforcing bars are fixed with the 4th main muscle that is connected its lower end through the 3rd main muscle that connects in the top respectively; Said upper and lower steel fabric sheet is welded as a whole through the second main muscle and the 3rd main muscle and described steel plate for sealing water respectively, and the both sides, below of said steel plate for sealing water are the welded reinforcement support respectively.
2. sole plate post-poured strip steel plate for sealing water combining structure according to claim 1 is characterized in that, adjacent two described upper support bar space are not more than 300mm.
3. sole plate post-poured strip steel plate for sealing water combining structure according to claim 1 is characterized in that, adjacent two described lower support bar space are not more than 300mm.
4. sole plate post-poured strip steel plate for sealing water combining structure according to claim 1 is characterized in that the spacing of adjacent two said Steel bar racks is not more than 500mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220192417 CN202509530U (en) | 2012-04-27 | 2012-04-27 | Post-cast strip water stopping steel plate combined structure of foundation bottom plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220192417 CN202509530U (en) | 2012-04-27 | 2012-04-27 | Post-cast strip water stopping steel plate combined structure of foundation bottom plate |
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| Publication Number | Publication Date |
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| CN202509530U true CN202509530U (en) | 2012-10-31 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220192417 Expired - Lifetime CN202509530U (en) | 2012-04-27 | 2012-04-27 | Post-cast strip water stopping steel plate combined structure of foundation bottom plate |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102635128A (en) * | 2012-04-27 | 2012-08-15 | 天津二十冶建设有限公司 | Foundation slab post-cast strip waterproof steel plate combined structure and bracing method thereof |
| CN107268420A (en) * | 2017-08-11 | 2017-10-20 | 广西路桥工程集团有限公司 | A kind of unequal span arcading slab bridge |
| CN109811800A (en) * | 2019-03-19 | 2019-05-28 | 中建四局第一建筑工程有限公司 | A kind of bottom plate rear pouring tape construction optimization processing structure |
-
2012
- 2012-04-27 CN CN 201220192417 patent/CN202509530U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102635128A (en) * | 2012-04-27 | 2012-08-15 | 天津二十冶建设有限公司 | Foundation slab post-cast strip waterproof steel plate combined structure and bracing method thereof |
| CN102635128B (en) * | 2012-04-27 | 2014-09-03 | 天津二十冶建设有限公司 | Foundation slab post-cast strip waterproof steel plate combined structure and bracing method thereof |
| CN107268420A (en) * | 2017-08-11 | 2017-10-20 | 广西路桥工程集团有限公司 | A kind of unequal span arcading slab bridge |
| CN109811800A (en) * | 2019-03-19 | 2019-05-28 | 中建四局第一建筑工程有限公司 | A kind of bottom plate rear pouring tape construction optimization processing structure |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20121031 |