CN206233390U - A kind of waterproof wall body structure and watertight building - Google Patents

A kind of waterproof wall body structure and watertight building Download PDF

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Publication number
CN206233390U
CN206233390U CN201621264058.8U CN201621264058U CN206233390U CN 206233390 U CN206233390 U CN 206233390U CN 201621264058 U CN201621264058 U CN 201621264058U CN 206233390 U CN206233390 U CN 206233390U
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CN
China
Prior art keywords
wall body
body structure
tick slot
water stop
stop portion
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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
Application number
CN201621264058.8U
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Chinese (zh)
Inventor
王鹏程
王天星
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
BEIJING ZHONGLIAN TIANSHENG BUILDING MATERIALS Co Ltd
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BEIJING ZHONGLIAN TIANSHENG BUILDING MATERIALS Co Ltd
Priority date (The priority date 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 date listed.)
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Publication date
Application filed by BEIJING ZHONGLIAN TIANSHENG BUILDING MATERIALS Co Ltd filed Critical BEIJING ZHONGLIAN TIANSHENG BUILDING MATERIALS Co Ltd
Priority to CN201621264058.8U priority Critical patent/CN206233390U/en
Application granted granted Critical
Publication of CN206233390U publication Critical patent/CN206233390U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

A kind of waterproof wall body structure and watertight building that the utility model is provided, including basic unit and the cracking gap in basic unit, tick slot is offered in the basic unit along the cracking gap, and the bottom land of the tick slot opens up injected hole;The first Grouting Pipe is embedded with the injected hole, the outside of first Grouting Pipe is sealed by polyurathamc, and closely knit glue is filled with first Grouting Pipe;The bottom land of the tick slot sets filleting glue water stop portion, and the filleting glue water stop portion fills sealing by filleting glue;The notch of the tick slot sets polyurathamc water stop portion, and the polyurathamc water stop portion is filled by polyurathamc and sealed.Using the tick slot and the injected hole as the basic condition of sealing, the sealing construction operation of two-stage is carried out in the injected hole and the tick slot, improve waterproof, the effect of sealing.

Description

A kind of waterproof wall body structure and watertight building
Technical field
The utility model is related to house waterproof technique field, more particularly, to a kind of waterproof wall body structure and water proof building Thing.
Background technology
As resident's living conditions increasingly improve, the development of real estate, finishing new house turns into what most of residents faced Problem, but because decoration industry managerial confusion construction quality is uneven, ground sweat, leak are increasingly becoming most people headache Problem, once cause leak to be difficult to repair and recover.Particularly with building that the building built by different time is combined In building, the problem of leak of seeping water is extremely serious.
Utility model content
The purpose of this utility model is to provide a kind of waterproof wall body structure and watertight building, to solve prior art Present in different time construction the building that combines of building in, the serious technical problem of infiltration leak.
A kind of waterproof wall body structure that the utility model is provided, including basic unit and the cracking gap in basic unit, institute State and offer tick slot along the cracking gap in basic unit, the bottom land of the tick slot opens up injected hole;
The first Grouting Pipe is embedded with the injected hole, the outside of first Grouting Pipe is sealed by polyurathamc, Closely knit glue is filled with first Grouting Pipe;
The bottom land of the tick slot sets filleting glue water stop portion, and the filleting glue water stop portion fills sealing by filleting glue;
The notch of the tick slot sets polyurathamc water stop portion, and the polyurathamc water stop portion passes through polyurathamc Filling sealing.
Further, in embodiment of the present utility model, the pre-buried quantity of first Grouting Pipe is multiple and axial direction Interval setting, adjacent first Grouting Pipe reserves eye split.
Further, in embodiment of the present utility model, the filleting glue water stop portion and the polyurathamc sealing Portion is separated by the supporting plate installed in the tick slot.
Further, in embodiment of the present utility model, width is gradually reduced the tick slot from the inside to the outside.
Further, in embodiment of the present utility model, the injected hole is opened up along the direction in the cracking gap.
Further, in embodiment of the present utility model, the width of rebate of the tick slot is 7-9cm.
Further, in embodiment of the present utility model, the slot bottom width of the tick slot is 9-11cm.
Further, in embodiment of the present utility model, the depth of the tick slot is 7-9cm.
Further, in embodiment of the present utility model, the length of the eye split is 2cm.
Present invention also provides a kind of watertight building, including described waterproof wall body structure.
In the above-mentioned technical solutions, when opening up tick slot along the cracking gap of basic unit, can prolong cracking gap in Line is operated, and opening up for tick slot is carried out by the way of chisel or cutting mouth is picked;When open up finish after, then along the cracking gap Injected hole is bored in the bottom land of the tick slot, using the tick slot and the injected hole as the basic condition of sealing, in the slip casting The sealing construction operation of two-stage is carried out in hole and the tick slot.
First, sealing construction operation is carried out to the injected hole, polyurathamc is filled in injected hole and is sealed, The first Grouting Pipe pre-buried in the injected hole before sealing, closely knit glue is filled in after sealing in first Grouting Pipe;Thus Equivalent in injected hole, pre-buried first Grouting Pipe, polyurathamc is filled in the outside of first Grouting Pipe, makes described first Sealing is formed between Grouting Pipe and the injected hole, closely knit glue is then filled in inside to the first Grouting Pipe carries out the close of inside Envelope, by the dual-seal of polyurathamc and closely knit glue, can improve the effect of sealing, improve sealing ability.
Then, fill in polyurathamc in the tick slot to be sealed, at the notch by polyurathamc to tick slot Sealed, formed polyurathamc water stop portion, sealed preceding the second Grouting Pipe pre-buried in the tick slot and in the tick slot The reserved filleting glue packing space in side, this is the notch by first sealing tick slot, and the order for then re-forming filleting glue water stop portion is come The constructing operation of hermetic seal is carried out, specifically, work as that filleting glue water stop portion is formed, after being sealed, then in second slip casting Filleting glue is filled in pipe and fills the filleting glue packing space with by the second Grouting Pipe, ultimately form filleting glue water stop portion, it is complete Into the constructing operation of hermetic seal, the further effect for improving sealing improves sealing ability.
Wherein, when built-in filleting glue water stop portion can work as building and settle again, resistance building is settled because of dislocation And the shearing for occurring, specifically, the dislocation shearing of centimetre can be resisted about;The filleting glue that it is used can include polyurethane caulking Glue, silicone filleting glue and PG road joint seal glue, but it is not limited to above-mentioned filleting glue.
Wherein, the first Grouting Pipe being embedded in injected hole can not be removed, and be stayed in after construction is finished in injected hole i.e. Can.And second Grouting Pipe can be removed after construction is finished, specifically, after after filleting glue thoroughly solidification, being torn open The operation for removing.
Brief description of the drawings
In order to illustrate more clearly of the utility model specific embodiment or technical scheme of the prior art, below will be right The accompanying drawing to be used needed for specific embodiment or description of the prior art is briefly described, it should be apparent that, describe below In accompanying drawing be some implementation methods of the present utility model, for those of ordinary skill in the art, do not paying creativeness On the premise of work, other accompanying drawings can also be obtained according to these accompanying drawings.
The constructing structure schematic diagram of the waterproof wall body structure that Fig. 1 is provided for the utility model embodiment;
The structural representation of the waterproof wall body structure that Fig. 2 is provided for the utility model embodiment;
The structural representation of the injected hole that Fig. 3 is provided for the utility model embodiment;
Fig. 4 is the partial structural diagram of the injected hole shown in Fig. 3.
Reference:
0- basic units;1- tick slots;2- injected holes;
The Grouting Pipes of 11- second;12- supporting plates;13- filleting glue water stop portions;
14- polyurathamc water stop portions;The Grouting Pipes of 21- first;22- eye splits.
Specific embodiment
The technical solution of the utility model is clearly and completely described below in conjunction with accompanying drawing, it is clear that described Embodiment is a part of embodiment of the utility model, rather than whole embodiments.Based on the embodiment in the utility model, this The every other embodiment that field those of ordinary skill is obtained under the premise of creative work is not made, belongs to this practicality Novel protected scope.
It is term " " center ", " on ", D score, "left", "right", " perpendicular, it is necessary to explanation in description of the present utility model Directly ", the orientation or position relationship of the instruction such as " level ", " interior ", " outward " are, based on orientation shown in the drawings or position relationship, to be only Described with simplified for the ease of description the utility model, must had rather than the device or element for indicating or implying meaning specific Orientation, with specific azimuth configuration and operation, therefore it is not intended that to limitation of the present utility model.Additionally, term " the One ", " second ", " the 3rd " are only used for describing purpose, and it is not intended that indicating or implying relative importance.
, it is necessary to explanation, unless otherwise clearly defined and limited, term " is pacified in description of the present utility model Dress ", " connected ", " connection " should be interpreted broadly, for example, it may be fixedly connected, or be detachably connected, or integratedly Connection;Can mechanically connect, or electrically connect;Can be joined directly together, it is also possible to be indirectly connected to by intermediary, Can be two connections of element internal.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition Concrete meaning of the language in the utility model.
It has been investigated that, general building can be made up of the building of different times, for example, residential housing is built not with garage To build the same period, and in design also Non-precondition water-stopping system, there is no settlement reservation to stitch, first build the building channel built with after straight Docking construction is connect, outsourcing waterproof material is using the thick constructions of SBS polymer waterproof roll 4mm;And through after a period of time, house is built Building can occur sedimentation in various degree and cause crack with garage construction, damage outer waterproofing layer, in turn result in seepage, and this is Cause the one of the main reasons of leak.
And in order to solve the above-mentioned technical problem, the application just proposes following technical scheme:
The constructing structure schematic diagram of the waterproof wall body structure that Fig. 1 is provided for the utility model embodiment;
The structural representation of the waterproof wall body structure that Fig. 2 is provided for the utility model embodiment;
First, as depicted in figs. 1 and 2, a kind of waterproof wall body structure that the present embodiment is provided, including basic unit 0 and be located at Cracking gap in basic unit 0, tick slot 1 is offered in the basic unit 0 along the cracking gap, and the bottom land of the tick slot 1 opens up note Slurry hole 2;
The first Grouting Pipe 21 is embedded with the injected hole 2, the outside of first Grouting Pipe 21 passes through polyurathamc Closely knit glue is filled with sealing, first Grouting Pipe 21;
The bottom land of the tick slot 1 sets filleting glue water stop portion 13, and the filleting glue water stop portion 13 fills close by filleting glue Envelope;
The notch of the tick slot 1 sets polyurathamc water stop portion 14, and the polyurathamc water stop portion 14 is by foaming Filling polyurethane is sealed.
In the particular embodiment, when opening up tick slot 1 along the cracking gap of basic unit 0, cracking gap can be prolonged Center line is operated, and opening up for tick slot 1 is carried out by the way of chisel or cutting mouth is picked;When open up finish after, then along the cracking Injected hole 2 is bored in gap in the bottom land of the tick slot 1, using the tick slot 1 and the injected hole 2 as the basic condition of sealing, The sealing construction operation of two-stage is carried out in the injected hole 2 and the tick slot 1.
First, sealing construction operation is carried out to the injected hole 2, fill in the injected hole 2 polyurathamc carry out it is close Envelope, first Grouting Pipe 21 pre-buried in the injected hole 2 before sealing is filled in first Grouting Pipe 21 closely knit after sealing Glue;Thus equivalent to first Grouting Pipe 21 pre-buried in injected hole 2, the poly- ammonia of foaming is filled in the outside of first Grouting Pipe 21 Ester, makes to form sealing between first Grouting Pipe 21 and the injected hole 2, is then filled in inside to the first Grouting Pipe 21 close Real glue carries out the sealing of inside, by the dual-seal of polyurathamc and closely knit glue, can improve the effect of sealing, and raising stops Outlet capacity.
Then, fill in polyurathamc in the tick slot 1 to be sealed, by polyurathamc to the notch of tick slot 1 Place is sealed, and forms polyurathamc water stop portion 14, seals preceding second Grouting Pipe 11 pre-buried in the tick slot 1 and described The reserved filleting glue packing space in the inner side of tick slot 1, this is the notch by first sealing tick slot 1, then re-forms filleting glue water stop portion 13 order carries out the constructing operation of hermetic seal, specifically, when forming filleting glue water stop portion 13, after being sealed, then Filleting glue is filled in second Grouting Pipe 11 and fill the filleting glue packing space with by the second Grouting Pipe 11, ultimately form Filleting glue water stop portion 13, completes the constructing operation of hermetic seal, and the further effect for improving sealing improves sealing ability.
Wherein, when built-in filleting glue water stop portion 13 can work as building and settle again, resistance building is heavy because of dislocation The shearing dropped and occur, in detection of constructing, the dislocation shearing that it can about resist 8 centimeters.
Specifically, its filleting glue for using can include polyurethane caulking glue, silicone filleting glue and PG road joint seal glue, but It is not limited to above-mentioned filleting glue.
Meanwhile, the filleting glue can also using Patent No. 201410332863.9 patent in and Patent No. Self-adhering rubber macromolecule waterproof caulking compounds described in 201410339657.0 patent.
Wherein, the self-adhering rubber macromolecule waterproof caulking compounds described in the patent of Patent No. 201410332863.9 by with The raw material of lower weight portion is made:Subtract third fractional oil 10~25, tackifying resin 10~20, thermoplastic styrene butadiene's rubber 10~25, BR rubber 20 ~40, softening agent 10~20, antiaging agent 0.1~1, fire retardant 0.2~1 and antioxidant 0.2~1.
The antiaging agent is antiaging agent AW-66.The antioxidant is antioxidant 168.
The self-adhering rubber macromolecule waterproof caulking compounds are prepared by following steps:
(1) heating stirring is melted completely to it in subtracting third fractional oil and tackifying resin addition blender;
(2) after being stirred in the mixed liquor for adding in step (1) will thermoplastic styrene butadiene's rubber and ensure in certain temperature Lower high speed Stirring;
(3) it is put into blender after the mixed material in step (2) is fully ground, is subsequently adding the continuation of BR rubber High-speed stirred several minutes;
(4) high-speed stirred several minutes again after softening agent are added;
(5) antiaging agent, fire retardant and antioxidant is added to stir;And
(6) mould cooling shaping is entered.
Wherein, the self-adhering rubber macromolecule waterproof caulking compounds described in the patent of Patent No. 201410339657.0 by with The raw material of lower weight portion is made:Thermoplastic elastomer 18~28, pitch 35~55, aromatic naphtha 9~28, age resister 0.1~6, resistance Combustion agent 0.5~8, rubber additive 3~16 and inorganic fillings 2~18;The pitch includes that weight ratio is 1:1 10# pitches With 100# pitches, the aromatic naphtha is 150# aromatic naphtha, and the age resister is 1010# age resisters, the rubber additive It is polyisobutene PB2400.
The inorganic fillings are coarse whiting.The fire retardant is aluminium hydroxide or magnesium hydroxide.
The self-adhering rubber macromolecule waterproof caulking compounds are prepared by following steps:
(1) it is made to melt completely heating stirring in two kinds of pitch input blenders of model;
(2) aromatic naphtha and thermoplastic elastomer high-speed stirred in a heated condition are sequentially added;
(3) after the mixed material of step (2) being ground to form into liquid;
(4) rubber additive and high-speed stirred are added in the material of step (3);
(5) inorganic fillings and high-speed stirred are added;
(6) age resister and fire retardant are added and is stirred;And
(7) cooling shaping.
The application merely provides limited embodiment, any based on technical scheme, without creative labor The dynamic technical scheme for obtaining, is all contained within the protection domain of technical scheme.
Wherein, the first Grouting Pipe 21 being embedded in injected hole 2 can not be removed, and injected hole 2 is stayed in after construction is finished It is interior.
The structural representation of the waterproof wall body structure that Fig. 2 is provided for the utility model embodiment;As shown in Fig. 2 described Two Grouting Pipes 11 can be removed after construction is finished, specifically, after filleting glue thoroughly solidifies, the behaviour that can be removed Make.
The structural representation of the injected hole that Fig. 3 is provided for the utility model embodiment;Fig. 4 is the injected hole shown in Fig. 3 Partial structural diagram.
As shown in Figure 3 and Figure 4, the pre-buried quantity of first Grouting Pipe 21 is set for multiple and axially spaced-apart, and adjacent the One Grouting Pipe 21 reserves eye split 22.
The effect of reserved eye split 22 can be during construction, easily to observe two neighboring first Grouting Pipe 21 Between whether communicate, whether and it is full to observe the slurries of injection in the first Grouting Pipe 21, and meets the standard of filling in.In a reality Apply in example, the length of the eye split 22 is 2cm.
Further, the filleting glue water stop portion 13 and the polyurathamc water stop portion 14 are by the tick slot 1 The supporting plate 12 for installing separates.
In order to ensure to separate between the filleting glue water stop portion 13 and the polyurathamc water stop portion 14 clearly, can Before foamed polyurethane and filleting glue is filled in, supporting plate 12 is installed in the tick slot 1, picked described by supporting plate 12 Groove 1 is divided into the filleting glue packing space of inside and sealing space two parts of outside, is filled in the filleting glue packing space After filleting glue, filleting glue water stop portion 13 is just formed, after filled and process polyurethane in the sealing space, just form the poly- ammonia of foaming Ester water stop portion 14.
In specific example, the construction of the filleting glue water stop portion 13 and the polyurathamc water stop portion 14 is being carried out In operation, the pre-buried quantity to second Grouting Pipe 11 is multiple, and can be along the longitudinally spaced setting of the tick slot 1, this Sample filleting glue fill in operation in, grouting operation is carried out to second Grouting Pipe 11 with order from the bottom to top.
When to 11 slip casting of the second Grouting Pipe, when outflow filleting glue in adjacent the second Grouting Pipe of top 11.
In one embodiment, the spacing distance of multiple second Grouting Pipes 11 is 1M.
Specifically, when filleting glue is prepared, filleting glue heater should be dissolved before slip casting, temperature should be controlled when dissolving System is constantly stirred in 160 degree~180 degree or so, accelerates solution time, to prevent local heating overlong time from causing Molecular structure is destroyed.
Slip casting machine is added after dissolving carries out slip casting, be should be noted that during slip casting and got on, get off, from the second following Grouting Pipe 11 After injection filleting glue, filleting glue is flowed out to be considered as and filled from adjacent the second Grouting Pipe of top 11, now, should immediately close second Grouting Pipe 11, then again from closing the second Grouting Pipe 11 above the second Grouting Pipe 11 carry out slip casting, by that analogy, until arriving Untill last note pipe is filled.
Filleting glue is carried out by above-mentioned mode fills in operation, can make that the filleting glue water stop portion 13 filled in is full to fill It is real, to obtain more preferable sealing ability and anti-shear ability.
Further, width is gradually reduced the tick slot 1 from the inside to the outside, and tick slot 1 is opened up in the shape of the Eight Character trough.Open up Such tick slot 1, when building is settled again, the separation not easy to crack of rigid seal thing, and built-in slip casting is also more Easily operation, its specific size includes:
The width of rebate of the tick slot 1 is 7-9cm, preferably 8cm;
The slot bottom width of the tick slot 1 is 9-11cm, preferably 10cm;
The depth of the tick slot 1 is 7-9cm, preferably 8cm.
The application merely provides limited embodiment, any based on technical scheme, without creative labor The dynamic technical scheme for obtaining, is all contained within the protection domain of technical scheme.
Further, the injected hole 2 is opened up along the direction in the cracking gap.
In one embodiment, the length of the eye split 22 is 2cm.
Present invention also provides a kind of watertight building, including described waterproof wall body structure.
Because the concrete structure of above-mentioned waterproof wall body structure, the principle of work and power and technique effect are chatted in detail above State, just repeat no more herein.
The application merely provides limited embodiment, any based on technical scheme, without creative labor The dynamic technical scheme for obtaining, is all contained within the protection domain of technical scheme.
Finally it should be noted that:Various embodiments above is only used to illustrate the technical solution of the utility model, rather than it is limited System;Although being described in detail to the utility model with reference to foregoing embodiments, one of ordinary skill in the art should Understand:It can still modify to the technical scheme described in foregoing embodiments, or to which part or whole Technical characteristic carries out equivalent;And these modifications or replacement, the essence of appropriate technical solution is departed from this practicality newly The scope of each embodiment technical scheme of type.

Claims (10)

1. a kind of waterproof wall body structure, including basic unit (0) and the cracking gap in basic unit (0), it is characterised in that described Tick slot (1) is offered along the cracking gap in basic unit (0), the bottom land of the tick slot (1) opens up injected hole (2);
The first Grouting Pipe (21) is embedded with the injected hole (2), the outside of first Grouting Pipe (21) is by the poly- ammonia that foams Ester is sealed, and closely knit glue is filled with first Grouting Pipe (21);
The bottom land of the tick slot (1) sets filleting glue water stop portion (13), and the filleting glue water stop portion (13) is filled by filleting glue Sealing;
The notch of the tick slot (1) sets polyurathamc water stop portion (14), and the polyurathamc water stop portion (14) is by hair Bubble filling polyurethane sealing.
2. waterproof wall body structure according to claim 1, it is characterised in that the pre-buried quantity of first Grouting Pipe (21) For multiple and axially spaced-apart is set, adjacent first Grouting Pipe (21) reserves eye split (22).
3. waterproof wall body structure according to claim 2, it is characterised in that the filleting glue water stop portion (13) and the hair Bubble polyurethane water stop portion (14) is separated by the supporting plate (12) installed in the tick slot (1).
4. waterproof wall body structure according to claim 3, it is characterised in that width is gradually from the inside to the outside for the tick slot (1) Reduce.
5. waterproof wall body structure according to claim 4, it is characterised in that the injected hole (2) is along the cracking gap Direction open up.
6. waterproof wall body structure according to claim 5, it is characterised in that the width of rebate of the tick slot (1) is 7- 9cm。
7. waterproof wall body structure according to claim 6, it is characterised in that the slot bottom width of the tick slot (1) is 9- 11cm。
8. waterproof wall body structure according to claim 7, it is characterised in that the depth of the tick slot (1) is 7-9cm.
9. waterproof wall body structure according to claim 8, it is characterised in that the length of the eye split (22) is 2cm.
10. a kind of watertight building, it is characterised in that including the waterproof wall body structure as described in claim any one of 1-9.
CN201621264058.8U 2016-11-23 2016-11-23 A kind of waterproof wall body structure and watertight building Expired - Fee Related CN206233390U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621264058.8U CN206233390U (en) 2016-11-23 2016-11-23 A kind of waterproof wall body structure and watertight building

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Application Number Priority Date Filing Date Title
CN201621264058.8U CN206233390U (en) 2016-11-23 2016-11-23 A kind of waterproof wall body structure and watertight building

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108086492A (en) * 2016-11-23 2018-05-29 北京中联天盛建材有限公司 A kind of sealing blocking method and waterproof wall body structure
CN109580385A (en) * 2018-11-16 2019-04-05 北京东方雨虹防水技术股份有限公司 Waterproof layer resists the test equipment and its test method of underground engineering valve pit subsidence
CN110512536A (en) * 2019-08-23 2019-11-29 中铁六局集团有限公司 Region of FuShui box culvert cracking comprehensive treatment construction

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108086492A (en) * 2016-11-23 2018-05-29 北京中联天盛建材有限公司 A kind of sealing blocking method and waterproof wall body structure
CN109580385A (en) * 2018-11-16 2019-04-05 北京东方雨虹防水技术股份有限公司 Waterproof layer resists the test equipment and its test method of underground engineering valve pit subsidence
CN109580385B (en) * 2018-11-16 2022-03-18 北京东方雨虹防水技术股份有限公司 Test equipment and test method for resisting underground engineering settlement damage of waterproof layer
CN110512536A (en) * 2019-08-23 2019-11-29 中铁六局集团有限公司 Region of FuShui box culvert cracking comprehensive treatment construction

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Granted publication date: 20170609

Termination date: 20191123