CN203891517U - Roof cooling tower pond - Google Patents
Roof cooling tower pond Download PDFInfo
- Publication number
- CN203891517U CN203891517U CN201420301687.8U CN201420301687U CN203891517U CN 203891517 U CN203891517 U CN 203891517U CN 201420301687 U CN201420301687 U CN 201420301687U CN 203891517 U CN203891517 U CN 203891517U
- Authority
- CN
- China
- Prior art keywords
- pond
- cooling tower
- bearing diagonal
- roofing
- pillar
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 238000001816 cooling Methods 0.000 title claims abstract description 36
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 230000002411 adverse Effects 0.000 abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 4
- 230000000694 effects Effects 0.000 description 6
- 238000010008 shearing Methods 0.000 description 5
- 241000272165 Charadriidae Species 0.000 description 3
- 230000008595 infiltration Effects 0.000 description 3
- 238000001764 infiltration Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a roof cooling tower pond which comprises a pond wall, a pond bottom formed through a bottom plate and a pond body defined by the pond wall and the pond bottom. The pond further comprises multiple supporting columns arranged between the pond body and a roof, the supporting columns are provided with beams, the pond bottom is disposed on the beams, sway braces are arranged between the supporting columns and the beams supported by the supporting columns, one end of each sway brace is arranged on the corresponding beam, the other end of each sway brace is arranged at the bottom of the corresponding adjacent supporting column supporting the beam, and an included angle is formed between each sway brace and the corresponding supporting column. The roof cooling tower pond can effectively avoid the situation that a cooling tower pond leaks water and accordingly adverse influences are caused on the roof, and meanwhile, reliability of the cooling tower pond is further improved in moderate earthquakes and rare earthquakes.
Description
Technical field
The utility model relates to the structure design field of Distribution of Natural formula energy source station roofing pond of cooling tower, relates in particular to a kind of roofing cooling tower water pool structure.
Background technology
Distribution of Natural formula energy source station need to design roofing pond of cooling tower conventionally.The method that can adopt is at present that pond of cooling tower is directly positioned over to roofing, and this design is because pond baseboard directly contacts with roofing, and the water in pond may directly affect the anti-seepage effect of roofing.In order to solve pond baseboard, directly contact the impervious disadvantageous problem that roofing causes, those skilled in the art has done further improvement to it, adopts R C short-limb shear wall or pillar that pond of cooling tower is built on stilts.
But, these current two kinds of conventional designs have been brought again new problem, after pond of cooling tower is built on stilts, at the bottom of the structural wall of employing shear wall with short piers, design moment is larger, do not meet the demands with the pillar joint design of node of supporting roofing, and adopt the structure of pillar cannot avoid forming short column structure, in the face of set up defences earthquake and rarely occurred earthquake are when (these two kinds of earthquakes can be called middle shake and large shake), the suffered shearing of pillar is larger, easily there is brittle fracture, cause collapsing suddenly of pond of cooling tower, to safety of life and property, cause huge hidden danger.
Utility model content
Because the above-mentioned defect of prior art, the utility model proposes a kind of when can effectively avoid, due to pond of cooling tower infiltration, roofing is caused to adverse effect, the roofing pond of cooling tower that shockproof reliability is higher.
For achieving the above object, the utility model provides a kind of roofing pond of cooling tower, at the bottom of the pond that comprise pool wall, is formed by base plate and by the pond body surrounding at the bottom of pool wall and pond, also comprise many pillars that are arranged between pond body and roofing, on described pillar, be provided with crossbeam, at the bottom of described pond, be arranged on described crossbeam; Between the described crossbeam that described pillar and described pillar support, be also provided with bearing diagonal, one end of described bearing diagonal is arranged on described crossbeam, the other end of described bearing diagonal is arranged at an adjacent described column bottom of supporting described crossbeam, and between described bearing diagonal and described pillar, shape has angle.
Preferably, the described bearing diagonal being arranged between adjacent described pillar is splayed.
Preferably, the described bearing diagonal being arranged between adjacent described pillar is herringbone.
Preferably, the angle between described bearing diagonal and described pillar is 30-60 degree.
Preferably, described bearing diagonal is concrete structure.
Preferably, described bearing diagonal is steel work.
The beneficial effects of the utility model: said structure of the present utility model, owing to adopting pillar by pond of cooling tower built on stilts design on roofing, can effectively avoid the adverse effect that may cause roofing due to pond of cooling tower infiltration.
On the other hand, owing to being provided with bearing diagonal between pillar and crossbeam, reduced the moment of flexure of a column bottom, make horizontal force by support, be passed to the integrated poured roofing that can bear compared with large horizontal force simultaneously, reduce the suffered shearing of pillar, further improved the reliability of pond of cooling tower in set up defences earthquake and rarely occurred earthquake situation.
Below with reference to accompanying drawing, the technique effect of design of the present utility model, concrete structure and generation is described further, to understand fully the purpose of this utility model, feature and effect.
Accompanying drawing explanation
Fig. 1 is the schematic perspective view of the present embodiment roofing pond of cooling tower;
Fig. 2 is the present embodiment roofing pond of cooling tower elevated bottom perspective structural representation;
The specific embodiment
As shown in Figure 1 to Figure 3, the present embodiment has proposed a kind of roofing pond of cooling tower, comprises by pool wall 11 and the 12 pond bodies 1 that surround at the bottom of pond, also comprises the many pillars 2 that are arranged between pond body 1 and roofing (not shown).On pillar 2, be provided with crossbeam 3, be provided with base plate on crossbeam, at the bottom of pond, 12 consist of the base plate being arranged on crossbeam 3.In order to prevent that the water in pond of cooling tower from oozing out by pond body 1, body 1 inner surface in pond is also provided with waterproofing course.
Meanwhile, between the crossbeam 3 that pillar 2 and pillar 2 support, be also provided with bearing diagonal 4, bearing diagonal 4 designs along longitudinal, the horizontal part of pillar.One end of bearing diagonal 4 is arranged on crossbeam 3, and the other end of bearing diagonal 4 is arranged in the adjacent struts 2 of supporting traverse 3, thereby shape is at a certain angle between crossbeam 3 and pillar 2.In the present embodiment, bearing diagonal distance pillar a distance from crossbeam tilts to extend to corresponding pillar to both sides respectively, and the bearing diagonal between adjacent struts is splayed.Pillar and bearing diagonal link as a whole pond of cooling tower and roofing.Once set up defences, earthquake or rarely occurred earthquake occur, the external force of along continuous straight runs can be passed to roofing by support, the shearing of the along continuous straight runs that pillar is suffered is relatively little, thereby avoids because shearing is too large, pillar generation brittle fracture and the situation of collapsing suddenly occurs.
In the present embodiment, the angle between bearing diagonal and pillar is 40 degree.
In the present embodiment, bearing diagonal is concrete structure.This concrete structure construction is convenient, Stability Analysis of Structures.
In the present embodiment, the quantity of bearing diagonal can make corresponding changes across number according to pond of cooling tower, and the present embodiment is not construed as limiting this.
In other embodiments, according to the force analysis of pillar, draw, the angle between bearing diagonal and pillar is preferably between 30-60 degree.According to the distance between concrete use occasion and pillar, the bearing diagonal between adjacent struts can be designed as herringbone, and bearing diagonal also can adopt steel work or other structures.
In other embodiments, according to the environment for use of pond of cooling tower, can increase bearing diagonal longitudinally with the quantity of horizontally set, further to improve the reliability of pond of cooling tower.
By description above, can find that roofing pond of cooling tower of the present utility model can effectively be avoided the adverse effect that may cause roofing due to pond of cooling tower infiltration.
Meanwhile, due to the use of bearing diagonal structure, the moment of flexure of a column bottom reduces, and suffered shearing is also less, thereby the reliability of pond of cooling tower in set up defences earthquake and rarely occurred earthquake situation further improved,
More than describe preferred embodiment of the present utility model in detail.Should be appreciated that those of ordinary skill in the art just can make many modifications and variations according to design of the present utility model without creative work.Therefore, all technician in the art comply with design of the present utility model on the basis of existing technology by the available technical scheme of logical analysis, reasoning, or a limited experiment, all should be in the determined protection domain by claims.
Claims (6)
1. a roofing pond of cooling tower, at the bottom of the pond that comprise pool wall, is formed by base plate and by the pond body surrounding at the bottom of pool wall and pond, also comprise many pillars that are arranged between pond body and roofing, it is characterized in that, on described pillar, be provided with crossbeam, at the bottom of described pond, be arranged on described crossbeam; Between the described crossbeam that described pillar and described pillar support, be also provided with bearing diagonal, one end of described bearing diagonal is arranged on described crossbeam, the other end of described bearing diagonal is arranged at an adjacent described column bottom of supporting described crossbeam, and between described bearing diagonal and described pillar, shape has angle.
2. roofing pond of cooling tower as claimed in claim 1, is characterized in that, the described bearing diagonal being arranged between adjacent described pillar is splayed.
3. roofing pond of cooling tower as claimed in claim 1, is characterized in that, the described bearing diagonal being arranged between adjacent described pillar is herringbone.
4. roofing pond of cooling tower as claimed in claim 2 or claim 3, is characterized in that, the angle between described bearing diagonal and described pillar is 30-60 degree.
5. roofing pond of cooling tower as claimed in claim 4, is characterized in that, described bearing diagonal is concrete structure.
6. roofing pond of cooling tower as claimed in claim 4, is characterized in that, described bearing diagonal is steel work.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420301687.8U CN203891517U (en) | 2014-06-06 | 2014-06-06 | Roof cooling tower pond |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420301687.8U CN203891517U (en) | 2014-06-06 | 2014-06-06 | Roof cooling tower pond |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203891517U true CN203891517U (en) | 2014-10-22 |
Family
ID=51717933
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420301687.8U Expired - Lifetime CN203891517U (en) | 2014-06-06 | 2014-06-06 | Roof cooling tower pond |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203891517U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109518762A (en) * | 2018-12-14 | 2019-03-26 | 北京京诚科林环保科技有限公司 | The circulating pump room of cooling tower and circulating water pool is arranged in top |
-
2014
- 2014-06-06 CN CN201420301687.8U patent/CN203891517U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109518762A (en) * | 2018-12-14 | 2019-03-26 | 北京京诚科林环保科技有限公司 | The circulating pump room of cooling tower and circulating water pool is arranged in top |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20141022 |