CN205975700U - Pile head waterproof construction - Google Patents
Pile head waterproof construction Download PDFInfo
- Publication number
- CN205975700U CN205975700U CN201620426069.5U CN201620426069U CN205975700U CN 205975700 U CN205975700 U CN 205975700U CN 201620426069 U CN201620426069 U CN 201620426069U CN 205975700 U CN205975700 U CN 205975700U
- Authority
- CN
- China
- Prior art keywords
- waterproof
- pile crown
- self
- pile head
- pile
- 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 - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims abstract description 28
- 238000002425 crystallisation Methods 0.000 claims abstract 4
- 230000008025 crystallization Effects 0.000 claims abstract 4
- 239000013078 crystal Substances 0.000 claims description 17
- 230000035515 penetration Effects 0.000 claims description 17
- 229920001021 polysulfide Polymers 0.000 claims description 12
- 239000005077 polysulfide Substances 0.000 claims description 12
- 150000008117 polysulfides Polymers 0.000 claims description 12
- 238000007789 sealing Methods 0.000 claims description 12
- 239000003513 alkali Substances 0.000 claims description 10
- 150000001875 compounds Chemical class 0.000 claims description 10
- 239000004744 fabric Substances 0.000 claims description 10
- 239000000835 fiber Substances 0.000 claims description 10
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 239000000203 mixture Substances 0.000 claims description 6
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical class O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 5
- 239000011248 coating agent Substances 0.000 claims description 4
- 238000000576 coating method Methods 0.000 claims description 4
- 239000004568 cement Substances 0.000 claims description 3
- 239000006071 cream Substances 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 239000012528 membrane Substances 0.000 abstract description 8
- 238000004078 waterproofing Methods 0.000 abstract description 6
- 230000002787 reinforcement Effects 0.000 abstract description 4
- 239000011347 resin Substances 0.000 abstract description 4
- 229920005989 resin Polymers 0.000 abstract description 4
- 238000007493 shaping process Methods 0.000 abstract description 3
- 239000003973 paint Substances 0.000 abstract 4
- 230000008595 infiltration Effects 0.000 abstract 3
- 238000001764 infiltration Methods 0.000 abstract 3
- 239000000463 material Substances 0.000 description 7
- 230000001680 brushing effect Effects 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- 239000012945 sealing adhesive Substances 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000009833 condensation Methods 0.000 description 1
- 230000005494 condensation Effects 0.000 description 1
- 238000002788 crimping Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model provides a pile head waterproof construction is applied to the waterproof of around pile bolck, stake side and the pile head of pile head concrete cushion, include: apply paint with a brush in the concrete cushion the pile bolck and the infiltration crystallization waterproof layer of stake side, waterproofing membrane, have with the trepanning that the pile head corresponds, the waterproofing membrane cover is located the pile head and lay in on the infiltration crystallization waterproof layer, apply paint with a brush in stake side with the self -imposed resinous coat of waterproofing membrane seam crossing, and be fixed in reinforcement shaping piece on the self -imposed resinous coat. Through apply paint infiltration crystallization waterproof layer with a brush at concrete cushion, pile head, lay waterproofing membrane then and behind the concrete cushion, apply paint self -imposed resin with a brush and seal bondings, last, bond consolidate shaping piece consolidate whole waterproof construction and stable, stereotype, solved the waterproof of pile head, and the waterproof problem of crack between pile head and the bed course, simple structure easily operates implementation.
Description
Technical field
This utility model is related to buildings waterproof field, more particularly, to a kind of pile crown waterproof construction.
Background technology
During sole plate self-adhesion glued membrane waterproof coiled material construction, pile crown position typically adopts the cooperation coiled material construction of pile crown prefabricated component,
Pile crown prefabricated component is typically first installed during construction, then prefabricated component and periphery coiled material are welded to connect, finally by prefabricated component and pile crown it
Between using hug hoop fitted seal glue construction.On the one hand, this construction method requires prefabricated component sectional dimension must cut with pile crown
Face size matches, and the irregular needs of filling pile head sectional dimension all carry out Stake head handling, and quantities is big；On the other hand,
Easily form leakage hidden trouble in the indirect raft position of rear mending concrete and former pile concrete when repairing pile crown.
Utility model content
In view of the foregoing, existing this utility model provides a kind of pile crown waterproof construction, to solve pile crown and concrete cushion
Between leak drawback.
For achieving the above object, this utility model adopts the technical scheme that：
A kind of pile crown waterproof construction, is applied to the waterproof of the stake top, stake side and pile crown surrounding concrete bed course of pile crown, bag
Include：
It is painted on the penetration crystal waterproof layer of described concrete cushion, described stake top and described stake side；
Waterproof roll, has set hole corresponding with described pile crown；Described waterproof roll is sheathed on described pile crown and is layed in
On described penetration crystal waterproof layer；
It is painted on the self-closing resinous coat of described stake side and described waterproof roll seam crossing；And
It is fixed on the reinforcing shaped element on described self-closing resinous coat.
The beneficial effects of the utility model are, by concrete cushion, pile crown brushing penetration crystal waterproof layer, then
Laying water-proof coiled material, after concrete cushion, is brushed self-closing resin and is sealing adhesive, finally, bonding and reinforcement shaped element is reinforcing
Whole waterproof construction stable, sizing, solve the waterproof of pile crown, the waterproof problem of crack, structure and pile crown and bed course between
Simply it is easy to operation is implemented.
Further improvement is that of this utility model pile crown waterproof construction, described penetration crystal waterproof layer be with water occur anti-
Answer the mixture that activated silica, cement and the active inorganic thing of polymerizable crystallizable mix.
Further improvement is that of this utility model pile crown waterproof construction, described self-closing resinous coat is polysulfide sealing compound.
Further improvement is that of this utility model pile crown waterproof construction, described reinforcing shaped element is coated with auxiliary seal
Coating, described auxiliary seal layer is polysulfide sealing compound.
Further improvement is that of this utility model pile crown waterproof construction, described reinforcing shaped element is alkali proof fiber grid
Cloth.
Brief description
Fig. 1 is the structure chart of this utility model pile crown waterproof construction.
Fig. 2 is the partial enlarged drawing of this utility model pile crown waterproof construction.
Specific embodiment
For the benefit of the understanding to structure of the present utility model, illustrates below in conjunction with drawings and Examples.
Refer to Fig. 1, Fig. 2, Fig. 1 shows the structure chart of this utility model self-adhesion glued membrane pile crown 1 waterproof construction；Fig. 2 is
The partial enlarged drawing of this utility model self-adhesion glued membrane pile crown 1 waterproof construction.This utility model is intended to provide a kind of pile crown waterproof
Structure, is applied to the waterproof of the stake top, stake side and pile crown surrounding concrete bed course 2 of pile crown 1, including：It is painted on described coagulation
The penetration crystal waterproof layer 3 of soil padding 2, described stake top and described stake side；Waterproof roll 4, has corresponding with described pile crown 1
Set hole；Described waterproof roll 4 is sheathed on described pile crown 1 and is layed on described penetration crystal waterproof layer 3；It is painted on described stake
Side and the self-closing resinous coat 5 of described waterproof roll 4 seam crossing；And it is fixed on being fixed on described self-closing resinous coat 5
Type part 6.
Below in conjunction with accompanying drawing and preferred embodiment, said modules are described in detail：
In concrete pile head 1 structure of conventional basement or other structures, pile crown 1 vertically pours in described concrete
Bed course 2, what this utility model was solved is exactly pile crown 1 waterproof of itself, particularly the seam of pile crown 1 and concrete cushion 2
Waterproof.
Preferably, being painted with penetration crystal waterproof layer 3, penetration crystal waterproof layer on concrete cushion 2, stake top and stake side
3 adhere well in xoncrete structure, are unlikely to as other glue class waterproof layers, concrete can be departed from after condensation it is preferred that
Penetration crystal waterproof layer 3 is the mixture that activated silica, cement and other active inorganic things mix.
Preferably, on penetration crystal waterproof layer 3, on the concrete cushion 2 of pile crown 1 surrounding laying water-proof coiled material 4, typically
Pile crown 1 be cylindrical structure it is preferred that after waterproof roll 4 cutting formed pile crown 1 section set of a size hole after, set
On pile crown 1, flattened.
Preferably, as shown in Fig. 2 on the waterproof roll 4 of the stake side of pile crown 1 and pile crown 1 surrounding, being painted with self-closing
Resinous coat 5, carries out waterproof sealing to the seam crossing of waterproof roll 4 and stake side it is preferred that self-closing resinous coat 5 is that polysulfide is close
Envelope cream.
Preferably, as shown in Fig. 2 in order to prevent waterproof roll 4 from crimping, tilting with self-closing resinous coat 5, in self-closing resin
Before coating 5 does not air-dry completely, on self-closing resinous coat 5, bonding and reinforcement shaped element 6 to apply on stake side, concrete cushion 2
If self-closing resinous coat 5 carry out shaping, stable.Preferably, reinforcing shaped element 6 is alkali proof fiber grid cloth.
Preferably, being provided with auxiliary seal layer 7 to strengthen water proofing property and sealing further in the upper figure of alkali proof fiber grid cloth,
Also alkali proof fiber grid cloth is played a protective role.Preferably, auxiliary seal coating is polysulfide sealing compound.
The operation that is embodied as of this utility model self-adhesion glued membrane pile crown 1 waterproofing agent structure is：
First, scum silica frost etc. of cleaning pile crown 1 and periphery concrete cushion 2, on the stake top of pile crown 1, stake side and pile crown 1
Brushing penetration crystal waterproof layer 3 on concrete cushion 2 near surrounding；Then, carry out cutting waterproof according to the top cross-section of pile crown 1
Coiled material 4, by the set borehole jack of waterproof roll 4 located at pile crown, and be layed in concrete cushion 2, on penetration crystal waterproof layer 3,
Waterproof roll 4, the seam crossing brushing polysulfide sealing compound of pile crown 1；Finally, will be non-condensing in polysulfide sealing compound for alkali proof fiber grid cloth
Paste that (polysulfide sealing compound that alkali proof fiber grid cloth one end is pasted onto on waterproof roll, the other end is pasted onto stake above before
On the polysulfide sealing compound of side) so that alkali proof fiber grid cloth is pasted onto on the polysulfide sealing compound on a side and concrete cushion 2,
After the construction of alkali proof fiber grid cloth completes, apply and brush one times polysulfide sealing compound on alkali proof fiber grid cloth.
By above technical scheme, achieve following beneficial effect：
In concrete cushion 2, pile crown 1 brushing penetration crystal waterproof layer 3, laying water-proof coiled material 4 is in concrete cushion 2 then
Afterwards, brush self-closing resin to be sealing adhesive, finally, bonding and reinforcement shaped element 6 is reinforcing whole waterproof construction stable, fixed
Type, solves the waterproof problem of crack between the waterproof of pile crown 1, and pile crown 1 and bed course 2, and structure is simple it is easy to operation is implemented.
Above in association with accompanying drawing embodiment, this utility model is described in detail, those skilled in the art can root
According to described above, this utility model is made with multiple changes.Thus, before not violating claim objective of the present utility model
Put, some details in embodiment should not constitute to restriction of the present utility model, and this utility model will be with claims
The scope that book defines is as protection domain.
Claims (5)
1. a kind of pile crown waterproof construction, is applied to the waterproof of the stake top, stake side and pile crown surrounding concrete bed course of pile crown, and it is special
Levy and be, including：
It is painted on the penetration crystal waterproof layer of described concrete cushion, described stake top and described stake side；
Waterproof roll, has set hole corresponding with described pile crown；Described waterproof roll is sheathed on described pile crown and is layed in described
On penetration crystal waterproof layer, described set borehole jack located at described pile crown, described waterproof roll be layed in described concrete cushion and
On described penetration crystal waterproof layer；
It is painted on the self-closing resinous coat of described stake side and described waterproof roll seam crossing, described self-closing resinous coat is painted on institute
State on a side and the described waterproof roll of described pile crown surrounding；And
It is fixed on the reinforcing shaped element on described self-closing resinous coat.
2. pile crown waterproof construction according to claim 1 it is characterised in that：Described penetration crystal waterproof layer is to occur with water
The mixture that the activated silica of reactive polymeric crystallization, cement and active inorganic thing mix.
3. pile crown waterproof construction according to claim 1 it is characterised in that：Described self-closing resinous coat seals for polysulfide
Cream.
4. pile crown waterproof construction according to claim 1 it is characterised in that：Auxiliary is coated with described reinforcing shaped element close
Envelope coating, described auxiliary seal layer is polysulfide sealing compound.
5. pile crown waterproof construction according to claim 4 it is characterised in that：Described reinforcing shaped element is alkali proof fiber grid
Cloth.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620426069.5U CN205975700U (en) | 2016-05-11 | 2016-05-11 | Pile head waterproof construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620426069.5U CN205975700U (en) | 2016-05-11 | 2016-05-11 | Pile head waterproof construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205975700U true CN205975700U (en) | 2017-02-22 |
Family
ID=58020170
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620426069.5U Expired - Fee Related CN205975700U (en) | 2016-05-11 | 2016-05-11 | Pile head waterproof construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205975700U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113404094A (en) * | 2021-07-02 | 2021-09-17 | 景肖波 | Pile head waterproof treatment structure and construction method |
-
2016
- 2016-05-11 CN CN201620426069.5U patent/CN205975700U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113404094A (en) * | 2021-07-02 | 2021-09-17 | 景肖波 | Pile head waterproof treatment structure and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170222 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |