CN206467697U - Column foot and raft plate junction integrated water-proof structure - Google Patents
Column foot and raft plate junction integrated water-proof structure Download PDFInfo
- Publication number
- CN206467697U CN206467697U CN201621449535.8U CN201621449535U CN206467697U CN 206467697 U CN206467697 U CN 206467697U CN 201621449535 U CN201621449535 U CN 201621449535U CN 206467697 U CN206467697 U CN 206467697U
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- CN
- China
- Prior art keywords
- column foot
- bed
- raft plate
- coil layer
- adhesive waterproof
- Prior art date
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- 239000010410 layer Substances 0.000 claims abstract description 23
- 239000000853 adhesive Substances 0.000 claims abstract description 15
- 230000001070 adhesive effect Effects 0.000 claims abstract description 15
- 239000004568 cement Substances 0.000 claims abstract description 15
- 239000004576 sand Substances 0.000 claims abstract description 15
- 239000011449 brick Substances 0.000 claims abstract description 14
- 239000011241 protective layer Substances 0.000 claims abstract description 10
- 239000000463 material Substances 0.000 claims description 4
- 230000006378 damage Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 12
- 238000005516 engineering process Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000004078 waterproofing Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses column foot and raft plate junction integrated water-proof structure, including the raft plate bed course being arranged at the top of column foot foundation ditch on surrounding ground and it is laid on close boulder bed in the bottom of hole, the inside sidewalls of foundation ditch at the top of close boulder bed have built brick wall by laying bricks or stones, in concrete cushion is provided with close boulder bed, outer cement sand bed is wiped with the inwall of brick wall, it is equipped with concrete cushion and outer cement sand bed on adhesive waterproof coil layer and adhesive waterproof coil layer extension laying to the raft plate bed course at the top of foundation ditch, pea gravel concreten protective layer is provided with the adhesive waterproof coil layer of hole bottom, interior cement sand bed is provided with adhesive waterproof coil layer at foundation pit side-wall, raft plate pea gravel concreten protective layer and raft board concrete are provided with the adhesive waterproof coil layer at the ground of hole top, column foot concrete has been poured in foundation ditch.Destruction using the stress that this structure can effectively resist base course crack, deformation is produced to waterproof system.
Description
Technical field
The utility model is related to a kind of constructing structure of waterproof, more particularly to a kind of column foot joins structure with raft plate waterproof.
Background technology
The construction quality of waterproofing work directly influences the use of building, or even structure safety.With Building technology
Development, construction quality, environmental requirement to building waterproof also more and more higher, it is necessary to from more excellent waterproof material, adopt
Advanced construction technology is used, to ensure the waterproof effect and structure safety of building.The especially humidity of column foot and raft plate junction
The waterproof construction construction quality in area is even more important, is the premise for ensureing the work of later stage safety of tower crane.
Application number：CN201410569644.2 Chinese patent discloses " a kind of construction method on wind tower basis ", method
Including：Wind tower base position is formulated, earth excavation, blinding layer, brick loose tool is built by laying bricks or stones and plastered, basic waterproof, basic waterproofing protection
Layer, basic unwrapping wire, reinforcing bar colligation under sole plate is pre-buried and install tower crane accessory, reinforcing bar on the basis of colligation, steel plate water stopper and
Model sheetinstallat, the construction of wind tower foundation concrete, wind tower basis connects stranding face frosting treatment with structure raft plate and waterproof connects stranding processing.The patent
It is the construction method on wind tower basis, is not suitable for humid area column foot self-adhesion waterproof construction structure integrated with raft plate junction.
The content of the invention
The purpose of this utility model is to overcome the deficiencies in the prior art there is provided one kind is cost-effective, waterproof effect is reliable,
The good column foot of easy construction, Forming Quality and raft plate junction integrated water-proof structure.
Column foot and raft plate junction integrated water-proof structure, including it is arranged on the raft plate at the top of column foot foundation ditch on surrounding ground
Bed course and close boulder bed in column foot Foundation Pit bottom is laid on, in the side wall of the column foot foundation ditch in described at the top of close boulder bed
Side has built brick wall by laying bricks or stones, is provided with concrete cushion on close boulder bed in described, is wiped with the inwall of described brick wall outer
Cement sand bed, be equipped with described concrete cushion and outer cement sand bed adhesive waterproof coil layer and it is described from
On viscous waterproof roll layer extension laying to the raft plate bed course at the top of column foot foundation ditch, prevent in the self-adhesion described in column foot Foundation Pit bottom
Pea gravel concreten protective layer is provided with water coiled material layer, is set on the adhesive waterproof coil layer at described column foot foundation pit side-wall
There is interior cement sand bed, be disposed with from bottom to up on the adhesive waterproof coil layer at described column foot Foundation Pit top ground
Raft plate pea gravel concreten protective layer and raft board concrete, in the region that pea gravel concreten protective layer and interior cement sand bed are surrounded
Column foot concrete is poured.
It is using the beneficial effect of this structure：Construction technology is perfect, easy, workable, and labor intensity is low.Column foot with
The integrated construction of raft plate waterproof junction, it is ensured that the continuity and sealing of coiled material lapping seam.It is strong with higher tear
Degree, can effectively resist the destruction of base course crack, the stress of deformation generation to waterproof system；With higher penetration, anti-impact
Hit performance；Speed of application is fast, work efficiency is high, it can be ensured that the duration.
Brief description of the drawings
Fig. 1 is the elevational schematic view of column foot of the present utility model and raft plate junction integrated water-proof structure.
Embodiment
The utility model is described in detail with specific embodiment below in conjunction with the accompanying drawings.
Column foot as shown in Figure 1 and raft plate junction integrated water-proof structure, including it is arranged on surrounding at the top of column foot foundation ditch
Raft plate bed course 10 on ground and close boulder bed 1 in column foot Foundation Pit bottom is laid on, the close top of boulder bed 1 in described
The inside sidewalls of column foot foundation ditch have built brick wall 4 by laying bricks or stones, concrete cushion 2 are provided with close boulder bed 1 in described, described
Outer cement sand bed 5 is wiped with the inwall of brick wall 4, self-adhesion is equipped with described concrete cushion 2 and outer cement sand bed 5
On waterproof roll layer 3 and described extension laying to the raft plate bed course 10 at the top of column foot foundation ditch of adhesive waterproof coil layer 3, in tower
Pea gravel concreten protective layer 9 is provided with the described adhesive waterproof coil layer 3 of base Foundation Pit bottom, in described column foot foundation ditch
Interior cement sand bed 7 is provided with the adhesive waterproof coil layer 3 of side-walls, the self-adhesion at described column foot Foundation Pit top ground
Raft plate pea gravel concreten protective layer 11 and raft board concrete 6 are disposed with from bottom to up on waterproof roll layer 3, in microlith coagulation
Column foot concrete eight has been poured in the region that protective soil layer 9 and interior cement sand bed 7 are surrounded.
Claims (1)
1. column foot and raft plate junction integrated water-proof structure, it is characterised in that：Including with being arranged on column foot foundation ditch top surrounding
Raft plate bed course on face and close boulder bed in column foot Foundation Pit bottom is laid on, the column foot base in described at the top of close boulder bed
The inside sidewalls in hole have built brick wall by laying bricks or stones, concrete cushion are provided with close boulder bed in described, in described brick wall
Outer cement sand bed is wiped with wall, adhesive waterproof coil layer is equipped with described concrete cushion and outer cement sand bed simultaneously
And on described adhesive waterproof coil layer extension laying to the raft plate bed course at the top of column foot foundation ditch, the institute in column foot Foundation Pit bottom
Pea gravel concreten protective layer is provided with the adhesive waterproof coil layer stated, the self-adhesion waterproof volume at described column foot foundation pit side-wall
Interior cement sand bed is provided with material layer, on the adhesive waterproof coil layer at described column foot Foundation Pit top ground from bottom to up
Raft plate pea gravel concreten protective layer and raft board concrete are disposed with, is enclosed in pea gravel concreten protective layer and interior cement sand bed
Into region in poured column foot concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621449535.8U CN206467697U (en) | 2016-12-27 | 2016-12-27 | Column foot and raft plate junction integrated water-proof structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621449535.8U CN206467697U (en) | 2016-12-27 | 2016-12-27 | Column foot and raft plate junction integrated water-proof structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206467697U true CN206467697U (en) | 2017-09-05 |
Family
ID=59711315
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621449535.8U Active CN206467697U (en) | 2016-12-27 | 2016-12-27 | Column foot and raft plate junction integrated water-proof structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206467697U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110468868A (en) * | 2019-08-12 | 2019-11-19 | 武汉中合元创建筑设计股份有限公司 | A kind of the earthquake isolation structure and method of large-scale experiment equipment |
| CN114658021A (en) * | 2022-02-28 | 2022-06-24 | 中国五冶集团有限公司 | Waterproof structure of pile raft bearing platform |
-
2016
- 2016-12-27 CN CN201621449535.8U patent/CN206467697U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110468868A (en) * | 2019-08-12 | 2019-11-19 | 武汉中合元创建筑设计股份有限公司 | A kind of the earthquake isolation structure and method of large-scale experiment equipment |
| CN114658021A (en) * | 2022-02-28 | 2022-06-24 | 中国五冶集团有限公司 | Waterproof structure of pile raft bearing platform |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PP01 | Preservation of patent right |
Effective date of registration: 20180914 Granted publication date: 20170905 |
|
| PP01 | Preservation of patent right | ||
| PD01 | Discharge of preservation of patent |
Date of cancellation: 20190618 Granted publication date: 20170905 |
|
| PD01 | Discharge of preservation of patent | ||
| PP01 | Preservation of patent right |
Effective date of registration: 20210415 Granted publication date: 20170905 |
|
| PP01 | Preservation of patent right | ||
| PD01 | Discharge of preservation of patent |
Date of cancellation: 20240415 Granted publication date: 20170905 |
|
| PD01 | Discharge of preservation of patent | ||
| DD01 | Delivery of document by public notice |
Addressee: Xie Yu Document name: Notice of Termination of Procedure |