CN208293624U - The steel plate for sealing water support construction of sole plate post-poured strip - Google Patents
The steel plate for sealing water support construction of sole plate post-poured strip Download PDFInfo
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- CN208293624U CN208293624U CN201820786946.9U CN201820786946U CN208293624U CN 208293624 U CN208293624 U CN 208293624U CN 201820786946 U CN201820786946 U CN 201820786946U CN 208293624 U CN208293624 U CN 208293624U
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- block piece
- sealing water
- steel plate
- plate
- steel
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Abstract
The utility model discloses a kind of steel plate for sealing water support constructions of sole plate post-poured strip, are related to a kind of steel plate for sealing water support construction, it is intended to solve the problems, such as that the support construction of existing steel plate for sealing water affects the construction efficiency of post-cast strip.Its key points of the technical solution are that, the first upper reinforcement block piece, the first steel plate for sealing water, the first lower rebar block piece are fixed by the first spacer bar, fixed the second upper reinforcement block piece, the second steel plate for sealing water, the second lower rebar block piece by the second spacer bar.When post-cast strip pours, the step of eliminating form removal, have the advantages that post empiricism efficiency can be effectively improved.
Description
Technical field
The utility model relates to a kind of steel plate for sealing water support constructions, more specifically, it relates to pour after a kind of sole plate
The steel plate for sealing water support construction of band.
Background technique
Concrete pours again after initial set, will form cold seam, and water is oozed out from cold seam in order to prevent, so past in construction
Toward at post-cast strip be arranged one piece of steel plate for sealing water, the concrete inside interface position of first after-pouring at the half of steel plate for sealing water center, this
Sample concrete and the closely knit combination of steel plate for sealing water, cold seam position prevents from seeping water by steel plate for sealing water.
Existing Authorization Notice No. discloses a kind of post-cast strip antirust arbor for the Chinese patent of CN204608839U, including
A channel is arranged in sole plate, the sole plate middle part, and channel two sides are reinforced mesh, and the reinforced mesh is equipped with steel plate
Sealing piece, the reinforced mesh side are equipped with stiffened wire lath.Steel plate waterstop strip needs under steel plate waterstop strip in setting
Portion's supporting module.
But in above-mentioned post-cast strip antirust arbor, before post-cast strip pours, need to remove the mould of steel plate waterstop strip lower part
Plate.Due to the covering of steel plate waterstop strip, people can not be protruded into below steel plate for sealing water, so that the template of steel plate waterstop strip lower part exists
It is relatively difficult when dismounting, the construction efficiency of post-cast strip is affected, this problem has to be solved.
Utility model content
In view of the deficienciess of the prior art, stopping the purpose of this utility model is to provide a kind of sole plate post-poured strip
Water steel plate support construction has the advantage that can effectively improve post empiricism efficiency.
To achieve the above object, the utility model provides following technical solution:
A kind of steel plate for sealing water support construction of sole plate post-poured strip, including main building bottom plate, underground garage bottom plate and inclination
The sole plate steel bar layer being set between main building bottom plate and underground garage bottom plate is vertically arranged in the sole plate steel bar layer
There are the first lower rebar being parallel to each other block piece and the second lower rebar block piece, the top of the first lower rebar block piece
End is vertically arranged with the first upper reinforcement block piece, and the top of the second lower rebar block piece is vertically arranged with the second top
Reinforcing bar block piece;It is provided with the first steel plate for sealing water between the first upper reinforcement block piece and the first lower rebar block piece,
The second steel plate for sealing water is provided between the second upper reinforcement block piece and the second lower rebar block piece;First top
Several are respectively connected between reinforcing bar block piece, the first steel plate for sealing water, the first lower rebar block piece and sole plate steel bar layer
First spacer bar;The second upper reinforcement block piece, the second steel plate for sealing water, the second lower rebar block piece and sole plate
Several second spacer bars are respectively connected between steel bar layer.
By using above-mentioned technical proposal, the first upper reinforcement block piece, the first steel plate for sealing water, the first lower rebar block
Piece is welded to connect by the first spacer bar and sole plate steel bar layer, and the second upper reinforcement is blocked piece, the second steel plate for sealing water, the
Two lower rebars block piece is welded to connect by the second spacer bar and sole plate steel bar layer.When post-cast strip pours, save
The step of form removal, effectively increase the construction efficiency of post-cast strip.On the other hand, each reinforcing bar block piece makes concrete
Rough surface after solidification contacts convenient for the post-cast strip concrete of after-pouring therewith, ensure that construction quality.
Further, the top surface of first steel plate for sealing water and the bottom end of the first upper reinforcement block piece are welded and fixed, bottom
Face and the top of the first lower rebar block piece are welded and fixed;The top surface of second steel plate for sealing water and the second upper reinforcement are blocked
The bottom end of piece is welded and fixed, and bottom surface and the top of the second lower rebar block piece are welded and fixed.
By using above-mentioned technical proposal, plays and the first steel plate for sealing water and the second steel plate for sealing water be tentatively welded and fixed
Effect.
Further, first spacer bar and the second spacer bar are obliquely installed.
By using above-mentioned technical proposal, since triangle has the principle of stability, by the first spacer bar and second
After spacer bar is obliquely installed, the support fixed function of the first spacer bar and the second spacer bar is improved.
Further, first spacer bar is respectively positioned on side of first steel plate for sealing water far from the second steel plate for sealing water, institute
It states the second spacer bar and is respectively positioned on side of second steel plate for sealing water far from the first steel plate for sealing water.
By using above-mentioned technical proposal, after concrete setting, so that the first spacer bar and the second spacer bar are embedded
Portion in the inner ensure that the stability of the first spacer bar and the second spacer bar fixed effect.On the other hand, the first supporting steel
Muscle and the second spacer bar are located in the concrete of solidification, and it is right will not to influence its due to emergency situations (as bent, fractureing)
The fixed effect of corresponding steel plate for sealing water and reinforcing bar block piece.
Further, the first upper reinforcement block piece, the first lower rebar block piece, the second upper reinforcement block
Piece, the second lower rebar block piece are made of ommatidium expanded metal lath, thin eye steel wire and criss-cross block reinforcing bar, described small
Eye expanded metal lath is located between block reinforcing bar and thin eye steel wire.
By using above-mentioned technical proposal, the structural strength of reinforcing bar block piece, ommatidium expanded metal lath and thin eye steel wire are improved
The cooperation of net will not make concrete slurry leak hunting when pouring into post-cast strip.
Further, the diameter of the block reinforcing bar is 12mm.
By using above-mentioned technical proposal, diameter is strong for the structure that the block reinforcing bar of 12mm meets each reinforcing bar block piece
Degree requires.
Further, resistance rust paint layer is provided on the ommatidium expanded metal lath and thin eye steel wire.
By using above-mentioned technical proposal, the corrosion of reinforcing bar block piece is effectively slowed down, will not occur to block due to reinforcing bar
The case where piece corrosion damages and concrete slurry is caused to leak hunting.
Further, between the bottom end and sole plate steel bar layer of first lower rebar block piece, the second lower part steel
Cement sand bed is provided between the bottom end and sole plate steel bar layer of muscle block piece.
By using above-mentioned technical proposal, adopted in the bottom end of the first lower rebar block piece and the second lower rebar block piece
Blocked, effectively prevented during casting concrete slurry with cement mortar, concrete slurry from bottom overflow the case where.
In conclusion the utility model has the following beneficial effects:
1, by the first spacer bar of setting and the second spacer bar, the construction efficiency of post-cast strip is effectively increased;
2, by setting ommatidium expanded metal lath and thin eye steel wire, have the function of to prevent concrete slurry from leaking hunting;
3, by setting cement sand bed, having can prevent concrete slurry from the first lower rebar block piece and second
The effect that the bottom of lower rebar block piece is overflowed.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the steel plate for sealing water support construction of sole plate post-poured strip in embodiment;
Fig. 2 is the structural schematic diagram of the second upper reinforcement block piece in embodiment.
In figure: 1, main building bottom plate;2, underground garage bottom plate;3, sole plate steel bar layer;31, upper reinforcement layer;4, first
Lower rebar block piece;41, the first upper reinforcement block piece;42, the first steel plate for sealing water;5, the second lower rebar block piece;51,
Second upper reinforcement block piece;511, ommatidium expanded metal lath;512, thin eye steel wire;513, block reinforcing bar;52, the second water-stopping steel
Plate;6, the first spacer bar;7, the second spacer bar;8, cement sand bed;9, post-cast strip.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but
As long as all by the protection of Patent Law in the scope of the claims of the utility model.
Embodiment:
A kind of steel plate for sealing water support construction of sole plate post-poured strip, referring to Fig.1 comprising main building bottom plate 1, underground garage
Bottom plate 2 and sole plate steel bar layer 3, sole plate steel bar layer 3 are obliquely installed between main building bottom plate 1 and underground garage bottom plate 2,
And the tilt angle of sole plate steel bar layer 3 is 30 degree.In the present embodiment, between main building bottom plate 1 and upper reinforcement layer 31
Distance is 5 meters, and the distance between underground garage bottom plate 2 and upper reinforcement layer 31 are 2.25 meters.
Referring to Fig.1, the first lower rebar block piece 4 and the second lower rebar are vertically arranged in sole plate steel bar layer 3
Block piece 5, the first lower rebar block piece 4 and the second lower rebar block piece 5 be parallel to each other, and bottom end with sole plate steel
Muscle layer 3 is welded and fixed.The top of first lower rebar block piece 4 is vertically arranged with the first upper reinforcement block piece 41, under second
The top of portion's reinforcing bar block piece 5 is vertically arranged with the second upper reinforcement block piece 51.
Referring to Fig.1, array is provided with several pieces between the first upper reinforcement block piece 41 and the first lower rebar block piece 4
First steel plate for sealing water 42, array is provided with several pieces between the second upper reinforcement block piece 51 and the second lower rebar block piece 5
Second steel plate for sealing water 52.The top surface of first steel plate for sealing water 42 and the bottom end of the first upper reinforcement block piece 41 are welded and fixed, bottom surface
It is welded and fixed with the top of the first lower rebar block piece 4.The top surface of second steel plate for sealing water 52 and the second upper reinforcement block piece
51 bottom end is welded and fixed, and bottom surface and the top of the second lower rebar block piece 5 are welded and fixed.
Referring to Fig.1, between the first upper reinforcement block piece 41 and sole plate steel bar layer 3, the first steel plate for sealing water 42 and base
Several first are welded between plinth baseplate reinforcing bar layer 3, between the first lower rebar block piece 4 and sole plate steel bar layer 3
Spacer bar 6.Second upper reinforcement blocks between piece 51 and sole plate steel bar layer 3, the second steel plate for sealing water 52 and sole plate
Several second supporting steels are welded between steel bar layer 3, between the second lower rebar block piece 5 and sole plate steel bar layer 3
Muscle 7.In the present embodiment, the first spacer bar 6 is obliquely installed in the first steel plate for sealing water 42 far from the second steel plate for sealing water 52
Side, the second spacer bar 7 are obliquely installed in side of second steel plate for sealing water 52 far from the first steel plate for sealing water 42.
Referring to Fig.1, the one end of the first steel plate for sealing water 42 far from the second steel plate for sealing water 52 is with the first spacer bar 6 far from basis
One end of baseplate reinforcing bar layer 3 is welded and fixed, the one end of the second steel plate for sealing water 52 far from the first steel plate for sealing water 42 and the second supporting steel
Muscle 7 is welded and fixed far from one end of sole plate steel bar layer 3.The top of first upper reinforcement block piece 41, the first lower rebar
The top of block piece 4 is welded and fixed with corresponding first spacer bar 6 far from one end of sole plate steel bar layer 3.On second
Top, the top of the second lower rebar block piece 5 of portion's reinforcing bar block piece 51 are separate basic with corresponding second spacer bar 7
One end of baseplate reinforcing bar layer 3 is welded and fixed.First lower rebar block piece 4 bottom end and sole plate steel bar layer 3 between, second
Cement sand bed 8, cement sand bed 8 are fixedly installed between the bottom end and sole plate steel bar layer 3 of lower rebar block piece 5
It is poured by cement mortar, has the function of that can be avoided concrete slurry casting is spilled over to post-cast strip 9 from bottom in the process.
Referring to Figures 1 and 2, the first upper reinforcement block piece 41, the first lower rebar block piece 4, the second upper reinforcement block
Mesh sheet 51, the second lower rebar block piece 5 are by ommatidium expanded metal lath 511, thin eye steel wire 512 and criss-cross block reinforcing bar
513 compositions, ommatidium expanded metal lath 511 and thin eye steel wire 512 binds on reinforcing bar 513 of blocking, and ommatidium expanded metal lath 511 is located at
It blocks between reinforcing bar 513 and thin eye steel wire 512.In the present embodiment, the diameter of block reinforcing bar 513 is 12mm, vertical direction
The spacing of adjacent two blocks reinforcing bar 513 is 250mm in the spacing and horizontal direction of upper adjacent two blocks reinforcing bar 513.Separately
Outside, in the present embodiment, the mesh size of thin eye steel wire 512 is 6.4mm × 6.4mm, the mesh size of ommatidium expanded metal lath 511
For 10.6mm × 10.6mm, the mesh of thin eye steel wire 512 and the mesh of ommatidium expanded metal lath 511 are staggered, so that respective steel
The mesh of muscle block piece is smaller, the better effect for preventing concrete slurry from leaking hunting.Thin eye steel wire 512 and ommatidium expanded metal lath 511
On be additionally provided with resistance rust paint layer (not shown), resistance rust paint layer by resistance rust paint coats, the material used can refer to disclosure
A kind of resistance rust paint disclosed in Chinese patent number for " CN103740273A ".
Working principle is as follows:
When building support construction, first by the bottom end of the first lower rebar block piece 4 and the second lower rebar block piece 5
It is welded and fixed with sole plate steel bar layer 3, then the first steel plate for sealing water 42 is welded in the top of the first lower rebar block piece 4
End, the top that the second steel plate for sealing water 52 is welded in the second lower rebar block piece 5.
After the first steel plate for sealing water 42 and the second steel plate for sealing water 52 is welded, the first lower rebar block piece 4 and first is stopped
Water steel plate 42 is welded and fixed by the first spacer bar 6 with sole plate steel bar layer 3, the second lower rebar is blocked piece 5 and
Second steel plate for sealing water 52 is welded and fixed by the second spacer bar 7 with sole plate steel bar layer 3.At this point, in the first water-stopping steel
It welds the first upper reinforcement block piece 41, weld the second upper reinforcement block in the top surface of the second steel plate for sealing water 52 in the top surface of plate 42
Then first upper reinforcement block piece 41 is welded and fixed by the first spacer bar 6 with sole plate steel bar layer 3, is incited somebody to action by piece 51
Second upper reinforcement block piece 51 is welded and fixed by the second spacer bar 7 with sole plate steel bar layer 3.
When needing to pour post-cast strip 9, the step of capable of directly pouring, eliminate form removal, having can be effectively improved
The advantage of 9 construction efficiency of post-cast strip.
Claims (8)
1. a kind of steel plate for sealing water support construction of sole plate post-poured strip, including main building bottom plate (1), underground garage bottom plate (2) and
The sole plate steel bar layer (3) being obliquely installed between main building bottom plate (1) and underground garage bottom plate (2), it is characterised in that: described
It is vertically arranged with the first lower rebar block piece (4) being parallel to each other in sole plate steel bar layer (3) and the second lower rebar is blocked
Mesh sheet (5), the top of the first lower rebar block piece (4) is vertically arranged with the first upper reinforcement block piece (41), described
The top of second lower rebar block piece (5) is vertically arranged with the second upper reinforcement block piece (51);First upper reinforcement
It is provided with the first steel plate for sealing water (42) between block piece (41) and the first lower rebar block piece (4), second upper reinforcement
The second steel plate for sealing water (52) are provided between block piece (51) and the second lower rebar block piece (5);
First upper reinforcement block piece (41), the first steel plate for sealing water (42), the first lower rebar block piece (4) and basic bottom
Several first spacer bars (6) are respectively connected between plate steel bar layer (3);The second upper reinforcement block piece (51), second
Several second is respectively connected between steel plate for sealing water (52), the second lower rebar block piece (5) and sole plate steel bar layer (3)
It supports reinforcing bar (7).
2. the steel plate for sealing water support construction of sole plate post-poured strip according to claim 1, it is characterised in that: described first
The top surface of steel plate for sealing water (42) and the bottom end of the first upper reinforcement block piece (41) are welded and fixed, and bottom surface is blocked with the first lower rebar
The top of mesh sheet (4) is welded and fixed;The bottom of the top surface of second steel plate for sealing water (52) and the second upper reinforcement block piece (51)
End is welded and fixed, and bottom surface and the top of the second lower rebar block piece (5) are welded and fixed.
3. the steel plate for sealing water support construction of sole plate post-poured strip according to claim 1, it is characterised in that: described first
Spacer bar (6) and the second spacer bar (7) are obliquely installed.
4. the steel plate for sealing water support construction of sole plate post-poured strip according to claim 3, it is characterised in that: described first
Spacer bar (6) is respectively positioned on the side of the first steel plate for sealing water (42) far from the second steel plate for sealing water (52), second spacer bar
(7) it is respectively positioned on the side of the second steel plate for sealing water (52) far from the first steel plate for sealing water (42).
5. the steel plate for sealing water support construction of sole plate post-poured strip according to claim 1, it is characterised in that: described first
Upper reinforcement is blocked piece (41), the first lower rebar is blocked piece (4), the second upper reinforcement block piece (51), the second lower rebar
Block piece (5) is made of ommatidium expanded metal lath (511), thin eye steel wire (512) and criss-cross block reinforcing bar (513), institute
Ommatidium expanded metal lath (511) are stated to be located between block reinforcing bar (513) and thin eye steel wire (512).
6. the steel plate for sealing water support construction of sole plate post-poured strip according to claim 5, it is characterised in that: the block
The diameter of reinforcing bar (513) is 12mm.
7. the steel plate for sealing water support construction of sole plate post-poured strip according to claim 5, it is characterised in that: the ommatidium
Resistance rust paint layer is provided on expanded metal lath (511) and thin eye steel wire (512).
8. the steel plate for sealing water support construction of sole plate post-poured strip described in any one of -7, feature exist according to claim 1
In: between the bottom end and sole plate steel bar layer (3) of first lower rebar block piece (4), the second lower rebar block piece
(5) cement sand bed (8) are provided between bottom end and sole plate steel bar layer (3).
Priority Applications (1)
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CN201820786946.9U CN208293624U (en) | 2018-05-23 | 2018-05-23 | The steel plate for sealing water support construction of sole plate post-poured strip |
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CN201820786946.9U CN208293624U (en) | 2018-05-23 | 2018-05-23 | The steel plate for sealing water support construction of sole plate post-poured strip |
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CN208293624U true CN208293624U (en) | 2018-12-28 |
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CN201820786946.9U Expired - Fee Related CN208293624U (en) | 2018-05-23 | 2018-05-23 | The steel plate for sealing water support construction of sole plate post-poured strip |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111501846A (en) * | 2020-05-06 | 2020-08-07 | 无锡锡晟建设有限公司 | Water stop steel plate supporting structure of foundation bottom plate post-cast strip |
-
2018
- 2018-05-23 CN CN201820786946.9U patent/CN208293624U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111501846A (en) * | 2020-05-06 | 2020-08-07 | 无锡锡晟建设有限公司 | Water stop steel plate supporting structure of foundation bottom plate post-cast strip |
CN111501846B (en) * | 2020-05-06 | 2021-06-15 | 无锡锡晟建设有限公司 | Water stop steel plate supporting structure of foundation bottom plate post-cast strip |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181228 Termination date: 20210523 |
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CF01 | Termination of patent right due to non-payment of annual fee |