CN208122451U - Large-scale cast-in-place pond is split in expansion reinforcing band control - Google Patents
Large-scale cast-in-place pond is split in expansion reinforcing band control Download PDFInfo
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- CN208122451U CN208122451U CN201820388845.6U CN201820388845U CN208122451U CN 208122451 U CN208122451 U CN 208122451U CN 201820388845 U CN201820388845 U CN 201820388845U CN 208122451 U CN208122451 U CN 208122451U
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- Prior art keywords
- pond
- reinforcing band
- side wall
- concrete
- expansion
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 82
- 239000004567 concrete Substances 0.000 claims abstract description 49
- 238000007667 floating Methods 0.000 claims description 30
- 229910000831 Steel Inorganic materials 0.000 claims description 25
- 239000010959 steel Substances 0.000 claims description 25
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 14
- 239000007787 solid Substances 0.000 claims description 10
- 239000011230 binding agent Substances 0.000 claims description 8
- 230000008878 coupling Effects 0.000 claims description 7
- 238000010168 coupling process Methods 0.000 claims description 7
- 238000005859 coupling reaction Methods 0.000 claims description 7
- 229910052742 iron Inorganic materials 0.000 claims description 7
- 230000005540 biological transmission Effects 0.000 claims description 6
- 239000003351 stiffener Substances 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 5
- 238000002955 isolation Methods 0.000 claims description 4
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 230000008602 contraction Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 101150054854 POU1F1 gene Proteins 0.000 description 1
- 241001282153 Scopelogadus mizolepis Species 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000036571 hydration Effects 0.000 description 1
- 238000006703 hydration reaction Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 230000001932 seasonal effect Effects 0.000 description 1
- 230000008961 swelling Effects 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to drainage system technical fields, large-scale cast-in-place pond is split more particularly to a kind of expansion reinforcing band control, including pond body, expansion reinforcing band is provided in pond body, pond body includes pond baseboard, basin side wall and pond top plate, pond baseboard has bottom of pond foundation structure, is equipped with side wall float Structure on the outside of basin side wall；Bottom of pond foundation structure includes the concrete cushion in pile foundation and pile foundation, and side wall float Structure includes fender post and the float Structure layer that connects between fender post and basin side wall and by the two.The cast-in-place pond, is arranged expansion reinforcing band in pond, advantageously accounts for influence of the factors such as temperature change and concrete shrinkage to pond safety.
Description
Technical field
The utility model relates to drainage system technical fields, and in particular to large-scale cast-in-place water is split in a kind of expansion reinforcing band control
Pond.
Background technique
With the rapid development of our country's economy, construction project sharply increases, and large pool project also increases therewith, concrete
It is very universal phenomenon that reservoir, which is widely applied the crack for finding that concrete basin generates in construction and application,.It is logical
Often, for concrete basin leakage mainly as caused by crack, the origin cause of formation in crack is extremely complex, influences each other there are many factor, but
Each crack has it to generate one or more of main causes, such as：The variation of temperature and humidity, the brittleness of concrete and not
Uniformity, unqualified, construction wrong of raw material etc..Therefore, in pool construction, the main problem for needing to face is how to reduce
The appearance of construction joint, to reduce the hidden danger seeped in leakage.
Currently, specific way is no matter indwelling construction joint on the bottom plate 500mm of various pond body pool walls still constructs
Whether seam is arranged sealing piece or other measures, and always seep water after the full water of pond at this maximum hidden danger of leak.Meanwhile pond is applied
The temperature and the contraction of itself stayed and set post-cast strip to solve the problems, such as concrete are generallyd use in work, the construction technology period is long, very
The requirement that owner shortens the construction period, goes into operation as early as possible is unable to satisfy when more.And setting waterstop is needed in post empiricism, by
Raw material and human factor are affected, and be easy to cause the leakage phenomenon in pond.
Summary of the invention
Purpose of the utility model is to solve the above problem, a kind of expansion reinforcing band control is provided and splits large-scale cast-in-place water
Pond.
In order to reach above-mentioned purpose of utility model, the utility model uses following technical scheme：
Large-scale cast-in-place pond, including pond body are split in expansion reinforcing band control, and expansion reinforcing band is provided in pond body, and pond body includes water
Bottom of pond plate, basin side wall and pond top plate, pond baseboard have bottom of pond foundation structure, are equipped with side wall anti-floating on the outside of basin side wall
Structure；Bottom of pond foundation structure includes the concrete cushion in pile foundation and pile foundation, and side wall float Structure includes fender post and positioned at enclosing
The float Structure layer connected between fender pile and basin side wall and by the two.
It preferably, include the pre-buried solid frame member of bed course, bed course coupling beam anti-floating part and anti-floating in the float Structure layer
Girt strip, the pre-buried solid frame member of bed course are embedded in advance in the concrete cushion of lower section, and bed course coupling beam anti-floating part is set to the pre-buried solid frame of bed course
At the top of part, in the Transducers Embedded in Concrete bed course of anti-floating girt strip bottom, the side on anti-floating girt strip top is connect with basin side wall, the other side and
Fender post connection.
Preferably, the reinforcing bar at the expansion reinforcing band uses reinforcing strip monoblock type skeleton, expansion reinforcing band edge
Pond baseboard, basin side wall and pond top plate two sides perforation arrangement.
Preferably, the expansion reinforcing band includes reinforcing strip steel wire, stiffener, horizontal temperature reinforcing bar and erects
To reinforced steel, reinforcing strip steel wire and original principal rod welding production are at reinforcing strip monoblock type skeleton.
Preferably, it is equipped at the top of the fender post and goes along with sb. to guard him stake top isolation built-in fitting and fender post bent cap, towards pond
Body side side wall is equipped with and goes along with sb. to guard him the pre-buried arc junction steel plate of pile body and fender post binder.
Preferably, the anti-floating girt strip is connect by power transmission fashioned iron with pool wall anti-floating collar tie beam, power transmission fashioned iron and
Concrete is wrapped to form Baogang's concrete, and the anti-floating girt strip other end is connect with fender post binder.
Preferably, the design strength grade of expansion reinforcing band inner concrete is higher than adjacent non-reinforcing strip concrete
Strength grade.
Preferably, expansive concrete is provided in expansion reinforcing band.
In concrete Water and Waste Water Engineering structures, the seasonal variations of the temperature rise temperature drop of hydration heat of cement, environment temperature
And the temperature change in concrete can lead to the volume change of concrete.To the biggish concrete structures of the scale of construction, concrete
The variation referred to can generate considerable secondary stress in the structure and so that structure is generated cracking and even destroy.Therefore, for substantially
The concrete structure of amount should be arranged expansion joint at position appropriate, the structure of the big scale of construction is divided into the lesser structural unit of the scale of construction,
To reduce the secondary stress as caused by the volume change of concrete, the normal work of structure is kept.It is set in large pool
Expansion reinforcing band is set, is not only advantageous to solve influence of the factors such as temperature change and concrete shrinkage to pond safety, and have
It has the following advantages：Simple structure, easy for construction, the period is short；Material utilization amount is less, easily controllable project cost, good economy performance；It protects
The globality for holding structure, is conducive to earthquake-resistant structure.Therefore, expansion reinforcing band has generated biggish effect in large pool application aspect
It answers.
Compared with prior art, beneficial effect is the utility model：
The cast-in-place pond of 1 the utility model, expansion reinforcing band is arranged in pond, advantageously accounts for temperature change and coagulation
The influences of the factors to pond safety such as soil contraction.
2 the utility model relates to structure simple structure, easy for construction, the period is short.
3 the utility model relates to material utilization amount it is less, easily controllable project cost, good economy performance.
4 the utility model relates to expansion reinforcing band can keep the globality of structure, be conducive to earthquake-resistant structure.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the reinforcing strip monoblock type skeleton schematic diagram of the basin side wall of the utility model；
Fig. 3 is the pond baseboard and pond top plate reinforcing strip monoblock type skeleton schematic diagram of the utility model；
Fig. 4 is Baogang's concrete construction figure.
In figure：Built-in fitting is isolated in 1 excavation pit, 2 pile foundations, 3 stake tops, and 4 fender posts, 5 go along with sb. to guard him stake top isolation built-in fitting, and 6 enclose
The pre-buried arc junction steel plate of fender pile body, 7 fender post bent caps, 8 fender post binders, 9 concrete cushions, the pre-buried solid frame member of 10 bed courses,
11 bed course coupling beam anti-floating parts, 12 bed courses bed board with holes, 13 anti-floating girt strips, 14 power transmission fashioned iron, 15 Baogang's concrete, 16 pool wall anti-floatings
Collar tie beam, 17 pond baseboards, 18 basin side walls, 19 pond top plates, backfill after 20 walls, 21 expansion reinforcing bands, 22 reinforce steel wires
Net, 23 reinforcing strip monoblock type skeletons, 24 vertical reinforced steels, 25 stiffeners, 26 original steel bar stresses, 27 horizontal temperature steel
Muscle, 28 expansive concretes.
Specific embodiment
Explanation is further described to the technical solution of the utility model below by specific embodiment.
Embodiment：
As shown in Figure 1, large-scale cast-in-place pond, including pond body are split in a kind of expansion reinforcing band control, it is provided with expansion in pond body and adds
Strong band 21, pond body include pond baseboard 17, basin side wall 18 and pond top plate 19, with the having bottom of pond base junction of pond baseboard 17
Structure is equipped with side wall float Structure on the outside of basin side wall 18；Bottom of pond foundation structure includes the coagulation in foundation pit 1, pile foundation 2 and pile foundation 2
Soil padding 9, side wall float Structure include fender post 4 and connect between fender post 4 and basin side wall 18 and by the two
Float Structure layer, interior float Structure layer includes the pre-buried solid frame member 10 of bed course, bed course coupling beam anti-floating part 11 and anti-floating girt strip 13, bed course
Pre-buried solid frame member 10 is embedded in advance in the concrete cushion 9 of lower section, and on the concrete cushion 9 at this, it is with holes to be additionally provided with bed course
Bed board 12, the pre-buried solid frame member 10 of bed course pass through the hole of bed course bed board 12 with holes；It is pre-buried that bed course coupling beam anti-floating part 11 is set to bed course
Gu at the top of frame member 10, in 13 bottom Transducers Embedded in Concrete bed course 9 of anti-floating girt strip, the side on 13 top of anti-floating girt strip and basin side wall 18
Connection, the other side is connect with fender post 4；Specifically, basin side wall 18 is equipped with pond anti-floating collar tie beam 16, anti-floating girt strip 13 passes through biography
Power fashioned iron 14 is connect with pool wall anti-floating collar tie beam 16, power transmission fashioned iron 14 and concrete be wrapped to form Baogang's concrete 15 as shown in figure 4,
13 other end of anti-floating girt strip is connect with fender post binder 8.
It is equipped at the top of the fender post 4 and goes along with sb. to guard him stake top isolation built-in fitting 5 and fender post bent cap 7, towards pond body side side wall
Equipped with going along with sb. to guard him the pre-buried arc junction steel plate 6 of pile body and fender post binder 8.Fender post binder 8 on anti-floating girt strip 13 and fender post
Connection.
Reinforcing bar at the expansion reinforcing band 21 uses reinforcing strip monoblock type skeleton 23, and expansion reinforcing band 21 is along pond baseboard
17, basin side wall 18 and 19 two sides of pond top plate perforation arrangement.
More specifically, the expansion reinforcing band 21 includes reinforcing strip steel wire 22, stiffener 25, horizontal temperature reinforcing bar 27
With vertical reinforced steel 24, reinforcing strip steel wire 22 and original principal rod welding production are at reinforcing strip monoblock type skeleton 23；It is horizontal
Temperature reinforcement 27 is added in expansion reinforcing band 21, is evenly arranged on upper and lower level or the original principal rod 26 of ectonexine, horizontal temperature
Degree reinforcing bar 27 is distributed perpendicular to 21 length direction of expansion reinforcing band, and both ends need to stretch out expansion reinforcing band 21, and length meets base
This anchorage length, and be fixed on upper and lower level or the original principal rod 26 of ectonexine；
Basin side wall reinforcing strip monoblock type skeleton schematic diagram as shown in Figure 2 mainly includes reinforcing strip monoblock type skeleton 23,
Reinforcing strip steel wire 22, stiffener 25, horizontal temperature reinforcing bar 27 and vertical reinforced steel 24 are welded with original principal rod 26
Form overall skeleton.
Bottom plate and top plate reinforcing strip monoblock type skeleton schematic diagram as shown in Figure 3 mainly includes reinforcing strip monoblock type skeleton
23, reinforcing strip steel wire 22, stiffener 25, horizontal temperature reinforcing bar 27 and vertical reinforced steel 24 are welded with original principal rod 26
It connects to form overall skeleton, expansive concrete 28 is equipped in expansion reinforcing band 21.
The indwelling position of expansion reinforcing band 21, reinforcing rib quantity are constructed by the way of design post-cast strip, and expansion is reinforced
It is poured using design strength grade concrete more higher leveled than adjacent non-reinforcing strip strength grade of concrete in band 21, is mixed outside
Appropriate swelling agent；
Expansive concrete 28, the expansive concrete 28 in expansion reinforcing band 21 are provided in expansion reinforcing band 21
For the effect for more preferably realizing contraction, it is desirable that 21 concrete of expansion reinforcing band is finally poured each construction section.Expansion reinforcing band 25
Two sides are separated with fast easy-to-closing reinforcing strip steel wire 23, and set 24 He of vertical reinforced steel of a vertical screw thread at a certain distance
Original welding of stress main reinforcement 26 is reinforced, and should all be reserved not less than concrete cover up and down.Fast easy-to-closing fast easy-to-closing
Reinforcing strip steel wire 23, horizontal temperature reinforcing bar 27 and vertical reinforced steel 24 must be bound or firm welding, must not loosen, in order to avoid
It is rushed to open when casting concrete, causes two kinds of concrete mixing, influence the effect of reinforcing strip.
Claims (8)
1. large-scale cast-in-place pond is split in expansion reinforcing band control, which is characterized in that including pond body, be provided with expansion reinforcing band in pond body
（21）, pond body includes pond baseboard（17）, basin side wall（18）With pond top plate（19）, pond baseboard（17）With having bottom of pond
Based structures, basin side wall（18）Outside is equipped with side wall float Structure；Bottom of pond foundation structure includes pile foundation（2）And pile foundation（2）On
Concrete cushion（9）, side wall float Structure includes fender post（4）Be located at fender post（4）And basin side wall（18）Between and
The float Structure layer that the two is connected.
2. large-scale cast-in-place pond is split in expansion reinforcing band control according to claim 1, which is characterized in that the float Structure layer
Interior includes the pre-buried solid frame member of bed course（10）, bed course coupling beam anti-floating part（11）With anti-floating girt strip（13）, the pre-buried solid frame member of bed course（10）
It is embedded in the concrete cushion of lower section in advance（9）It is interior, bed course coupling beam anti-floating part（11）It is set to the pre-buried solid frame member of bed course（10）Top resists
Floating rib beam（13）Bottom Transducers Embedded in Concrete bed course（9）It is interior, anti-floating girt strip（13）The side on top and basin side wall（18）Connection, separately
Side and fender post（4）Connection.
3. large-scale cast-in-place pond is split in expansion reinforcing band control according to claim 1 or 2, which is characterized in that the expansion adds
Strong band（21）The reinforcing bar at place uses reinforcing strip monoblock type skeleton（23）, expansion reinforcing band（21）Along pond baseboard（17）, pond side
Wall（18）With pond top plate（19）Two sides perforation arrangement.
4. large-scale cast-in-place pond is split in expansion reinforcing band control according to claim 3, which is characterized in that the expansion reinforcing band
（21）Including reinforcing strip steel wire（22）, stiffener（25）, horizontal temperature reinforcing bar（27）With vertical reinforced steel（24）, reinforce
Strip silk screen（22）With original steel bar stress（26）Welding production is at reinforcing strip monoblock type skeleton（23）.
5. large-scale cast-in-place pond is split in expansion reinforcing band control according to claim 2, which is characterized in that the fender post（4）
Top, which is equipped with, goes along with sb. to guard him stake top isolation built-in fitting（5）With fender post bent cap（7）, pre-buried equipped with pile body is gone along with sb. to guard him towards pond body side side wall
Arc junction steel plate（6）With fender post binder（8）.
6. large-scale cast-in-place pond is split in expansion reinforcing band control according to claim 5, which is characterized in that the anti-floating girt strip
（13）Pass through power transmission fashioned iron（14）It is connect with pool wall anti-floating collar tie beam, power transmission fashioned iron（14）Baogang's concrete is wrapped to form with concrete
（15）, anti-floating girt strip（13）The other end and fender post binder（8）Connection.
7. large-scale cast-in-place pond is split in expansion reinforcing band control according to claim 1 or 2, which is characterized in that expansion reinforcing band
（21）The design strength grade of inner concrete is higher than the strength grade of adjacent non-reinforcing strip concrete.
8. large-scale cast-in-place pond is split in expansion reinforcing band control according to claim 1 or 2, which is characterized in that expansion reinforcing band
（21）Inside it is provided with expansive concrete（28）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820388845.6U CN208122451U (en) | 2018-03-21 | 2018-03-21 | Large-scale cast-in-place pond is split in expansion reinforcing band control |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820388845.6U CN208122451U (en) | 2018-03-21 | 2018-03-21 | Large-scale cast-in-place pond is split in expansion reinforcing band control |
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| Publication Number | Publication Date |
|---|---|
| CN208122451U true CN208122451U (en) | 2018-11-20 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820388845.6U Expired - Fee Related CN208122451U (en) | 2018-03-21 | 2018-03-21 | Large-scale cast-in-place pond is split in expansion reinforcing band control |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111473160A (en) * | 2020-05-21 | 2020-07-31 | 浙江世润建创科技发展有限公司 | Mounting structure and construction method for emptying pipe at bottom of pool |
-
2018
- 2018-03-21 CN CN201820388845.6U patent/CN208122451U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111473160A (en) * | 2020-05-21 | 2020-07-31 | 浙江世润建创科技发展有限公司 | Mounting structure and construction method for emptying pipe at bottom of pool |
| CN111473160B (en) * | 2020-05-21 | 2021-08-20 | 浙江世润建创科技发展有限公司 | Mounting structure and construction method for emptying pipe at bottom of pool |
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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: 20181120 |
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| CF01 | Termination of patent right due to non-payment of annual fee |