CN206090644U - Underground roof movement joint waterproof layer structure - Google Patents

Underground roof movement joint waterproof layer structure Download PDF

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Publication number
CN206090644U
CN206090644U CN201621025761.3U CN201621025761U CN206090644U CN 206090644 U CN206090644 U CN 206090644U CN 201621025761 U CN201621025761 U CN 201621025761U CN 206090644 U CN206090644 U CN 206090644U
Authority
CN
China
Prior art keywords
waterproof layer
movement joint
reinforced concrete
waterproof
layer
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
Application number
CN201621025761.3U
Other languages
Chinese (zh)
Inventor
王凝瑞
胡勇军
王占升
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 100 Nell Waterproof Engineering Co Ltd
Original Assignee
Beijing 100 Nell Waterproof Engineering 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.)
Filing date
Publication date
Application filed by Beijing 100 Nell Waterproof Engineering Co Ltd filed Critical Beijing 100 Nell Waterproof Engineering Co Ltd
Priority to CN201621025761.3U priority Critical patent/CN206090644U/en
Application granted granted Critical
Publication of CN206090644U publication Critical patent/CN206090644U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses an underground roof movement joint waterproof layer structure, its technical scheme main points are including the waterproof layer, the waterproof layer upper end is provided with the concrete protection layer, the waterproof layer lower extreme is provided with the reinforced concrete bottom plate structure, the structural vertical movement joint that is provided with of reinforced concrete bottom plate, be provided with sealant in the movement joint, the movement joint middle part is provided with the rubber waterstop, the rubber waterstop extends to in the reinforced concrete bottom plate structure. The utility model provides a yellow sand laid in waterproofing membrane layer upper end easily by rainwash and lead to running off to the waterproof layer that leads to spilling can be owing to do not obtain better protection and destroyed problem.

Description

Underground roof deformation seam waterproof layer structure
Technical field
This utility model is related to buildings waterproof field, and in particular, it is related to a kind of underground roof deformation seam waterproof layer Structure.
Background technology
With the gradually development of building trade, waterproof layer is set on body of wall so that the method for body of wall is protected in building trade Inside play the role of very important.
At present, in prior art, Authorization Notice No. discloses a kind of top for the Chinese utility model patent of CN202220383U Plate waterproofing protection structure, including the waterproof layer being laid on top board, and the yellow sand layer being laid on the waterproof layer.
The waterproof protection structure of top plate waterproof construction is poor, and when rainy, the yellow sand of upper end laying is easily by rain drop erosion And cause to be lost in, so as to cause the waterproof layer for spilling be destroyed due to preferably not protecting.
Utility model content
In view of the shortcomings of the prior art, the purpose of this utility model is to provide a kind of underground roof deformation to stitch waterproof Rotating fields, by the top that concrete cover is arranged on waterproof layer, can protect waterproof layer not to be destroyed.
For achieving the above object, this utility model provides following technical scheme:A kind of underground roof deformation stitches waterproof layer Structure, including waterproof layer, the waterproof layer upper end are provided with concrete cover, and the waterproof layer lower end is provided with reinforced concrete bottom Hardened structure, is vertically arranged with movement joint on the reinforced concrete base arrangement, pointing, the change are provided with the movement joint Shape seam middle part is provided with rubber fastening band, and the rubber fastening band is extended in the reinforced concrete base arrangement.
By adopting above-mentioned technical proposal, the concrete cover arranged above waterproof layer can play prevent waterproof layer because Illumination and Exposure to Sunlight is aging, increased its service life, and be prevented from waterproof layer and suffer artificial and destroy, increased practicality Property, and the hardness of concrete cover is big, anti-pressure ability is high so as to easily be destroyed, its long service life, and Concrete cover cost is more cheap, so the cost of production is reduced using concrete cover, waterproof layer lower floor is arranged Reinforced concrete base arrangement have normability good, and the intensity of reinforcing bar and concrete bi-material can give full play to, and increase Underground roof deformation has been added to stitch the intensity of waterproof layer structure such that it is able to prevent underground roof deformation from stitching waterproof layer structure easily Fracture, increased practicality, is vertically arranged movement joint on reinforced concrete base arrangement, can play a part of to protect waterproof layer, Because local lower roof plate waterproofing of movement joints Rotating fields are affected by factors such as temperature change and earthquakes, waterproof is may result in Layer is because being subject to distortion power so as to cause to be destroyed, and movement joint can play a part of buffering so that waterproof layer will not be by easily Destruction, increased the pointing arranged in practicality, movement joint, and itself just has good water proofing property, can be by big portion Divide water blockage above movement joint, so practicality is increased, and the rubber fastening band arranged in the middle part of movement joint can enter one Step by water blockage in the top of rubber fastening band so that current are overflowed from movement joint, can not only prevent water Liu Jin mono- The infiltration of step, and the current for overflowing are enabled to because illumination is evaporated, practicality is increased, and rubber fastening band extends Rubber fastening band can be fixed in the middle part of movement joint to reinforced concrete base arrangement, prevent rubber fastening band rushing due to current Hit power and depart from movement joint, increased practicality.
This utility model is further arranged to:The waterproof layer is provided with two-layer.
By adopting above-mentioned technical proposal, waterproof layer is set to into two-layer, the effect of waterproof can be increased, if ground floor is anti- Water layer has suffered destruction, and second layer waterproof layer can also play a part of waterproof, increased practicality.
This utility model is further arranged to:The ground floor of waterproof layer described in two-layer is SBS polyester blanks and root-resistant puncturing Waterproof roll, the second layer are SBS polyester blanks.
SBS polyester blanks and root resistant waterproof roll are set to by adopting above-mentioned technical proposal, ground floor waterproof layer, As SBS polyester blanks have toughness strong, and with higher elasticity, so not allowing fragile, and SBS polyester blanks can be Use within the temperature range of at a temperature of subzero 25 degrees Celsius to 100 degrees Celsius, it is possible to use under more severe bad border, Practicality is increased, and the service life of SBS polyester blanks can reach 25 years, so as to save production cost, root-resistant puncturing Waterproof roll can not only prevent from puncturing waterproof layer because of the root growth of vegetation, and itself have the effect of waterproof, institute Increased practicality, second layer waterproof layer is set to SBS polyester blanks, can after ground floor waterproof layer is destroyed, by Second layer waterproof layer increased practicality playing the effect of waterproof.
This utility model is further arranged to:The rubber fastening band extended spot is provided with some projections.
The some convex of the two ends setting of reinforced concrete base arrangement is extended to by adopting above-mentioned technical proposal, rubber fastening band Rise and can increase frictional force of the rubber fastening band with respect to reinforced concrete base arrangement so as to the locating effect of rubber fastening band more It is good, increased practicality.
This utility model is further arranged to:The lower end of the waterproof layer is provided with PE foam rods, the PE foam rods with The upper end position of the movement joint is corresponding.
By adopting above-mentioned technical proposal, due to movement joint by the factor such as temperature change can cause movement joint deformation from And can cause waterproof layer that fracture occurs, so PE foam rods are provided below in waterproof layer can play to waterproof roll layer buffering Effect, prevent waterproof layer occur fracture, increased practicality.
In sum, this utility model has the advantages that:This utility model has practicality, more preferable water proofing property And production cost can be saved.
Description of the drawings
Structural representations of the Fig. 1 for embodiment.
In figure:1st, concrete cover;2nd, composite of water-proof coiled material layer;3rd, SBS polyester blanks;4th, reinforced concrete base arrangement;5、 Movement joint;6th, pointing;7th, PE foam rods;8th, rubber fastening band;9th, extend band;10th, it is raised;11st, card article.
Specific embodiment
Below in conjunction with the accompanying drawings this utility model is described in further detail.
Embodiment:
A kind of underground roof deformation stitches waterproof layer structure, and its underground roof deformation stitches 5 waterproof layer structure top layers and is set to mix Solidifying protective soil layer 1, the second layer are set to waterproof layer, and waterproof layer has a two-layer, the ground floor of waterproof layer be SBS polyester blanks 3 and Root resistant waterproof roll, the second layer of waterproof layer is SBS polyester blanks 3, and waterproof layer lower end is provided with reinforced concrete base arrangement 4, Movement joint 5 is vertically arranged with reinforced concrete base arrangement 4, pointing 6 is provided with movement joint 5, at 5 upper end open of movement joint It is hollow PE foam rods 7 that the whole body is provided with by the inside wrapped up by waterproof layer, is provided with rubber fastening band in the middle part of movement joint 5 8, the two ends of rubber fastening band 8 are symmetrically arranged with the extension band 9 of the reinforced concrete base arrangement 4 for extending to 5 both sides of movement joint, extend Semi-cylindrical hill 10 is provided with band 9, to be extended and card article 11 is additionally provided with the end with 9.
Underground roof deformation stitches the use principle of 5 waterproof layer structures:On local 5 waterproof layer structure of lower roof plate movement joint When there are current side, the concrete cover 1 of top layer can prevent current on top, when concrete cover 1 is destroyed, Water can touch waterproof layer, and the ground floor of waterproof layer can completely cut off water in upper end, be allowed to penetrate further into, and first Layer is provided with the root growth that root resistant waterproof roll can stop vegetation, after the ground floor of waterproof layer is destroyed, the Two layers of waterproof layer can continue to play a part of waterproof, and water is completely cut off in the upper end of second layer waterproof layer, and being allowed to can not be further Penetrate into, after waterproof layer is all destroyed, water can be flowed in the movement joint 5 arranged on reinforced concrete base arrangement 4, and is deformed Packing material in seam 5 can stop the infiltration of sluggish flow, and when current reach rubber fastening band 8, rubber fastening band 8 can Water resistance is kept off to the upper end of rubber fastening band 8, be allowed to penetrate further into, and be provided with rubber fastening band 8 and extend to Extension band 9 in the reinforced concrete base arrangement 4 of 5 both sides of movement joint, enables to rubber fastening band 8 and is fixed in movement joint 5 Portion, is prevented from causing rubber fastening band 8 to depart from movement joint 5 because rubber fastening band 8 is subject to the impulsive force of current, and extends Some semicircular raised 10 are provided with band 9, the frictional force with reinforced concrete base arrangement 4 can be increased, and when pouring, Also can be fixed in reinforced concrete base arrangement 4 so that extending band 9 in the case where not destroying semicircular raised 10, extend band 9 end is provided with card article 11, further can will extend band 9 and be fixed in reinforced concrete base arrangement 4.
After movement joint 5 suffers temperature or other factors and causes deformation, waterproof layer internally under is arranged on hollow PE foam rods 7 can play a part of to buffer waterproof layer, reduce the distortion power of waterproof layer, and set inside PE foam rods 7 It is set to hollow, by increasing capacitance it is possible to increase the warping property of PE foam rods 7, preferably can plays a part of to buffer waterproof layer.
Reinforced concrete base arrangement 4 can be reinforced underground roof deformation and stitch 5 waterproof layer structures, being capable of the deformation of protecting field lower roof plate Stitch 5 waterproof layer structures to be destroyed.
The above is only preferred implementation of the present utility model, and protection domain of the present utility model is not limited merely to Above-described embodiment, all technical schemes belonged under this utility model thinking belong to protection domain of the present utility model.Should refer to Go out, for those skilled in the art, some improvement under the premise of without departing from this utility model principle and Retouching, these improvements and modifications also should be regarded as protection domain of the present utility model.

Claims (5)

1. a kind of underground roof deformation stitches waterproof layer structure, including waterproof layer, it is characterised in that:The waterproof layer upper end is provided with Concrete cover (1), the waterproof layer lower end are provided with reinforced concrete base arrangement (4), on the reinforced concrete base arrangement (4) It is vertically arranged with movement joint (5), the movement joint (5) and is provided with pointing (6), is provided with the middle part of the movement joint (5) Rubber fastening band (8), the rubber fastening band (8) are extended in the reinforced concrete base arrangement (4).
2. underground roof deformation according to claim 1 stitches waterproof layer structure, it is characterised in that:The waterproof layer is provided with Two-layer.
3. underground roof deformation according to claim 2 stitches waterproof layer structure, it is characterised in that:Waterproof layer described in two-layer Ground floor is the composite bed of SBS polyester blanks (3) and root resistant waterproof roll, and the second layer is SBS polyester blanks (3).
4. underground roof deformation according to claim 1 stitches waterproof layer structure, it is characterised in that:The rubber fastening band (8) extended spot is provided with some projections (10).
5. underground roof deformation according to claim 1 stitches waterproof layer structure, it is characterised in that:The lower end of the waterproof layer PE foam rods (7) are provided with, the PE foam rods (7) are corresponding with the upper end position of the movement joint (5).
CN201621025761.3U 2016-08-31 2016-08-31 Underground roof movement joint waterproof layer structure Expired - Fee Related CN206090644U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621025761.3U CN206090644U (en) 2016-08-31 2016-08-31 Underground roof movement joint waterproof layer structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621025761.3U CN206090644U (en) 2016-08-31 2016-08-31 Underground roof movement joint waterproof layer structure

Publications (1)

Publication Number Publication Date
CN206090644U true CN206090644U (en) 2017-04-12

Family

ID=58475009

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621025761.3U Expired - Fee Related CN206090644U (en) 2016-08-31 2016-08-31 Underground roof movement joint waterproof layer structure

Country Status (1)

Country Link
CN (1) CN206090644U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110409755A (en) * 2019-07-25 2019-11-05 中泰建工(北京)建筑工程有限公司 A kind of construction and decoration ground waterproof structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110409755A (en) * 2019-07-25 2019-11-05 中泰建工(北京)建筑工程有限公司 A kind of construction and decoration ground waterproof structure

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Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170412

Termination date: 20190831

CF01 Termination of patent right due to non-payment of annual fee