CN206752527U - Basement post-pouring zone waterproof construction - Google Patents
Basement post-pouring zone waterproof construction Download PDFInfo
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- CN206752527U CN206752527U CN201720218534.0U CN201720218534U CN206752527U CN 206752527 U CN206752527 U CN 206752527U CN 201720218534 U CN201720218534 U CN 201720218534U CN 206752527 U CN206752527 U CN 206752527U
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- basement
- cast strip
- construction joint
- construction
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Abstract
The utility model discloses a kind of basement post-pouring zone waterproof construction,Aim to provide a kind of basement post-pouring zone waterproof construction with the advantages of can increasing concrete self-waterproof performance at the construction joint of post-cast strip both sides,Its drip irrigation device is,Construction joint is provided between the post-cast strip body and basement wall,Construction joint is obliquely installed towards basement wall and forms depression,The waterproof case for being used for increasing construction joint water resistance is provided with construction joint,Waterproof case includes setting parallel to horizontal plane and positioned at the steel plate water stopper of depression apex,Fill the simultaneously expanded metal lath of Construction of Supporting seam and the water expandable waterstop being embedded in construction joint,The self waterproofing performance at the construction joint of post-cast strip both sides can be greatly promoted,Water expandable waterstop can provide more protections for construction joint,Underlayment and post-cast strip is further avoided to be corroded by moisture,Underlayment seepage can also effectively be prevented,And play a part of damping, buffering,Extend the life-span of building.
Description
Technical field
Buildings waterproof construction applications are the utility model is related to, more particularly to a kind of basement post-pouring zone waterproof construction.
Background technology
Basement refers to that room floors exceed the half of the stud less than the height of outdoor ground level.Multilayer and high level
Building needs deeper basis, using this height, basement to be built under architecture bottom layer, can both be increased using face
Product, can save backfill under main building, relatively inexpensive practicality again.
It is to prevent monolithic reinforced concrete structure because autogenous shrinkage is uneven or settles not in construction that post-cast strip, which is,
Issuable harmful cracks, according to design or job specfication requirement, stay what is set to face in sole plate, wall, beam relevant position
When construction joint, if structure is temporarily divided into stem portion by post-cast strip, shunk by component inside, poured again after some time and smash this
Construction joint concrete, structure is linked to be to overall area.
And Construction Later Casting Zone is generally set in big basement, but seepage point when post-cast strip is often made with, it is existing to do
Method is usually that additional waterproofing layer is set up in the side that borders on the river of post-cast strip, but this way have ignored at the construction joint of post-cast strip both sides
The problem of concrete self-waterproof is short of.
Utility model content
The purpose of this utility model is to provide a kind of basement post-pouring zone waterproof construction, its have can increase post-cast strip two
At the construction joint of side the advantages of concrete self-waterproof performance.
Above-mentioned technical purpose of the present utility model technical scheme is that:
A kind of basement post-pouring zone waterproof construction, including underlayment, basement wall and post-cast strip body, the post-cast strip
Construction joint is provided between body and basement wall, construction joint is obliquely installed towards basement wall and forms depression, construction
The waterproof case for being used for increasing construction joint water resistance is provided with seam, waterproof case includes setting parallel to horizontal plane and positioned at depression
The steel plate water stopper of apex, the expanded metal lath of filling and Construction of Supporting seam and the water expandable waterstop being embedded in construction joint.
By using above-mentioned technical proposal, construction joint is obliquely installed towards wall, is applied relative to what vertical level was set
For work seam, construction joint is obliquely installed the amount that can reduce the water of surrounding into construction joint, then can enter one by waterproof case
The water resistance of step increase construction joint, so as to avoid construction joint from being corroded by compared with juicy, the setting of expanded metal lath improves whole
The intensity of individual construction joint, while the loss of post-cast strip concrete in construction can be avoided, steel plate water stopper, which penetrates, is arranged on ground
In lower room wall and post-cast strip body, construction joint is divided into two sections, steel plate will not seep water completely, therefore can greatly promote
Self waterproofing performance at the construction joint of post-cast strip both sides, water expandable waterstop can provide more protections for construction joint, enter one
Step avoids underlayment and post-cast strip from being corroded by moisture.
Further set:The thickness of the steel plate water stopper is 4mm, width 300mm, and it is close to post-cast strip body and ground
The both sides of lower room wall bend towards underlayment side and form flanging.
By using above-mentioned technical proposal, the thickness of steel plate water stopper need not be excessive, therefore it is arranged to 4mm and just can
Meet to require, width is that 300mm can just cover whole construction joint, and so as to prevent moisture penetration, and steel plate water stopper is bent
Forming flanging can make whole steel plate water stopper embedded more deep, improve the fastness of connection.
Further set:The flanging end is fixed with some connection reinforcing bars, and connection reinforcing bar is embedded in post-cast strip respectively
In body and basement wall, and set in hook.
By using above-mentioned technical proposal, steel plate water stopper integrally can be more securely fixed in underground by connection reinforcing bar
In room wall and post-cast strip body, it is fixed when setting in hook and can facilitate operating personnel's casting concrete for it.
Further set:The expanded metal lath is fixed on basement wall body sidewall by concrete, is set in the body of post-cast strip
There is holding tank, water expandable waterstop is placed in holding tank, and is contradicted to expanded metal lath.
By using above-mentioned technical proposal, water expandable waterstop can produce 2-3 times of dilatancy after water is met, and fill
All irregular surfaces, hole and the gap of full seam, while huge contact is produced, thoroughly prevent seepage, therefore one
Seepage is produced in denier construction joint, rainwater expansion sealing strip can also keep off the water resistance of seepage.
Further set:Extruded polystyrene board is provided between the post-cast strip body and underlayment and concrete layer is shunk in compensation, and
Fixed by some high-strength bolts.
By using above-mentioned technical proposal, extruded polystyrene board have excellent, lasting heat-insulation and heat-preservation, superior water resistant,
Moisture resistance and anticorrosion, property durable in use, it can further lift the overall water resistance in post-cast strip.
Further set:Some baseplate reinforcing bars being mutually perpendicular in netted setting, bottom are provided with the basement wall body
Slab muscle penetrates construction joint and extended in the body of post-cast strip.
By using above-mentioned technical proposal, as the supporting mechanism of whole basement, baseplate reinforcing bar is mutually perpendicular in netted
Set, and basement wall and post-cast strip body are concatenated, make basement wall more firm.
Preferably, buried rubber fastening band in being provided with the underlayment of the post-cast strip body position.
By using above-mentioned technical proposal, in buried rubber fastening band be that one kind is mainly used in deformed concrete crack, stretched
The waterstop product that the inside concretes such as contracting seam are set, have and stretched with elastomeric material elasticity and structure type to adapt to concrete
The ability of deformation, underlayment seepage can be effectively prevented, and play a part of damping, buffering, extend the life-span of building.
In summary, the utility model has the advantages that:
The self waterproofing performance at the construction joint of post-cast strip both sides can be greatly promoted, water expandable waterstop can be construction joint
More protections are provided, further avoids underlayment and post-cast strip from being corroded by moisture, effectively can also prevent underlayment from oozing
Leakage, and play a part of damping, buffering, extend the life-span of building.
Brief description of the drawings
Fig. 1 is the structural representation of embodiment 1;
Fig. 2 is the enlarged drawing of waterproof case in embodiment 1;
Fig. 3 is the structural representation of waterproof case in embodiment 1.
In figure, 1, underlayment;2nd, post-cast strip body;21st, holding tank;3rd, basement wall;4th, construction joint;5th, waterproof case;
51st, steel plate water stopper;511st, flanging;512nd, reinforcing bar is connected;52nd, expanded metal lath;53rd, water expandable waterstop;6th, extruded polystyrene board;
7th, concrete layer is shunk in compensation;71st, high-strength bolt;8th, baseplate reinforcing bar;9th, buried rubber fastening band in.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
Embodiment 1:A kind of basement post-pouring zone waterproof construction, as shown in figure 1, it includes the underlayment 1 of bottommost, base
The top of layer 1 is provided with two sections of basement walls 3, and the centre position of basement wall 3 is provided with post-cast strip body 2, post-cast strip body 2 and ground
Construction joint 4 is left between lower room wall 3, the upper and lower ends of construction joint 4 tilt towards the side of basement wall 3, form " V " word
Shape, so relative to being vertically arranged, ponding is not easy to penetrate into construction joint 4.
As shown in figure 1, the centre position of construction joint 4, the i.e. corner of construction joint 4 are provided with waterproof case 5, waterproof case 5 can be with
Further prevent ponding from penetrating into construction joint 4 to be eroded to basement wall 3 and post-cast strip body 2, post-cast strip body 2
Bottom be provided with compensation and shrink concrete layer 7, it can be prevented from ftractureing when post-cast strip from shrinking, and integrally-built the longevity is used so as to extend
Life, the bottom that concrete layer 7 is shunk in compensation is extruded polystyrene board 6, and it is divided into two parts, and top half is set parallel to horizontal plane,
The latter half is set perpendicular to horizontal plane, and extruded polystyrene board 6 is fixed in underlayment 1 by several high-strength bolts 71, mutually
Cooperation can prevent the water of ground end from permeating up, so as to improve water proofing property.
As shown in figure 1, the lower section of extruded polystyrene board 6 buried rubber fastening band 9 in being additionally provided with, in buried rubber fastening band 9
Penetrate vertical extruded polystyrene board 6 to set, it has adapts to concrete dilatation with elastomeric material elasticity with structure type
Ability, can effectively prevent the seepage of underlayment 1, and play a part of damping, buffering, building life, basement can be extended
Some baseplate reinforcing bars 8 are additionally provided with wall 3, its be arranged in a mutually vertical manner form it is netted, overall intensity can be strengthened.
As shown in Figures 2 and 3, the left side of construction joint 4 is provided with expanded metal lath 52, and expanded metal lath 52 is close on basement wall 3 simultaneously
And fixed by concreting, steel plate water stopper 51 is directed through expanded metal lath 52, and its left and right ends is separately fixed at basement
In wall 3 and post-cast strip body 2, steel plate water stopper 51 is set parallel to horizontal plane, and its both ends bends downwards composition flanging
511, the end of flanging 511 is fixed with connection reinforcing bar 512, and connection reinforcing bar 512 is set in hook, in casting, connects reinforcing bar 512
Coordinate with flanging 511 and more whole expanded metal lath 52 can be fixed in construction joint 4 securely, make its waterproof effect better
It is good.
Referring to Fig. 2, holding tank 21 is provided with the post-cast strip body 2 of the lower section of steel plate water stopper 51, is set in holding tank 21
There is water expandable waterstop 53, water expandable waterstop 53 is contradicted on expanded metal lath 52, and water expandable waterstop 53 is after water is met
2-3 times of dilatancy, and all irregular surfaces, hole and gap full of seam can be produced, while produces huge connect
Touch pressure, so as to prevent seepage, improve overall waterproof ability.
The above embodiments are only that it is not to limitation of the present utility model, ability to explanation of the present utility model
Field technique personnel can make the modification of no creative contribution to the present embodiment as needed after this specification is read, but
As long as all protected in right of the present utility model by Patent Law.
Claims (7)
1. a kind of basement post-pouring zone waterproof construction, including underlayment(1), basement wall(3)With post-cast strip body(2), its
It is characterised by:The post-cast strip body(2)With basement wall(3)Between be provided with construction joint(4), construction joint(4)Towards underground
Room wall(3)It is obliquely installed and forms depression, construction joint(4)Interior be provided with is used to increase construction joint(4)The waterproof of water resistance
Part(5), waterproof case(5)Including being set parallel to horizontal plane and positioned at the steel plate water stopper of depression apex(51), filling simultaneously
Construction of Supporting stitches(4)Expanded metal lath(52)Be embedded in construction joint(4)In water expandable waterstop(53).
2. basement post-pouring zone waterproof construction according to claim 1, it is characterised in that:The steel plate water stopper(51)'s
Thickness is 4mm, and width 300mm, it is close to post-cast strip body(2)With basement wall(3)Both sides towards underlayment(1)
Side bending forms flanging(511).
3. basement post-pouring zone waterproof construction according to claim 2, it is characterised in that:The flanging(511)End is consolidated
Surely there are some connection reinforcing bars(512), connect reinforcing bar(512)Post-cast strip body is embedded in respectively(2)With basement wall(3)
In, and set in hook.
4. basement post-pouring zone waterproof construction according to claim 1, it is characterised in that:The expanded metal lath(52)By mixed
Solidifying soil is fixed on basement wall(3)In side wall, post-cast strip body(2)It is interior to be provided with holding tank(21), water expandable waterstop
(53)It is placed in holding tank(21)It is interior, and contradict to expanded metal lath(52)On.
5. basement post-pouring zone waterproof construction according to claim 1, it is characterised in that:The post-cast strip body(2)With
Underlayment(1)Between be provided with extruded polystyrene board(6)Concrete layer is shunk with compensation(7), and pass through some high-strength bolts(71)It is fixed.
6. basement post-pouring zone waterproof construction according to claim 1, it is characterised in that:The basement wall(3)It is interior
Provided with some baseplate reinforcing bars being mutually perpendicular in netted setting(8), baseplate reinforcing bar(8)Penetrate construction joint(4)Poured after extending to
Band body(2)It is interior.
7. basement post-pouring zone waterproof construction according to claim 1, it is characterised in that:The post-cast strip body(2)Position
The underlayment put(1)Buried rubber fastening band in being inside provided with(9).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720218534.0U CN206752527U (en) | 2017-03-07 | 2017-03-07 | Basement post-pouring zone waterproof construction |
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CN201720218534.0U CN206752527U (en) | 2017-03-07 | 2017-03-07 | Basement post-pouring zone waterproof construction |
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CN201720218534.0U Expired - Fee Related CN206752527U (en) | 2017-03-07 | 2017-03-07 | Basement post-pouring zone waterproof construction |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110295630A (en) * | 2019-07-26 | 2019-10-01 | 深圳市建工集团股份有限公司 | The late poured band structure of multilayer constraint antiseep |
CN111648481A (en) * | 2020-05-11 | 2020-09-11 | 中国五冶集团有限公司 | Method for preventing leakage of post-pouring reversed ridge in kitchen and toilet |
CN113174998A (en) * | 2021-03-25 | 2021-07-27 | 中国十七冶集团有限公司 | Waterproof structure for details at junction of steel lattice column and foundation slab and treatment method |
-
2017
- 2017-03-07 CN CN201720218534.0U patent/CN206752527U/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110295630A (en) * | 2019-07-26 | 2019-10-01 | 深圳市建工集团股份有限公司 | The late poured band structure of multilayer constraint antiseep |
CN110295630B (en) * | 2019-07-26 | 2024-05-31 | 深圳市建工集团股份有限公司 | Multilayer constraint anti-leakage post-pouring belt structure |
CN111648481A (en) * | 2020-05-11 | 2020-09-11 | 中国五冶集团有限公司 | Method for preventing leakage of post-pouring reversed ridge in kitchen and toilet |
CN113174998A (en) * | 2021-03-25 | 2021-07-27 | 中国十七冶集团有限公司 | Waterproof structure for details at junction of steel lattice column and foundation slab and treatment method |
CN113174998B (en) * | 2021-03-25 | 2022-05-13 | 中国十七冶集团有限公司 | Waterproof structure for details at junction of steel lattice column and foundation slab and treatment method |
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Legal Events
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171215 |