CN207419543U - A kind of pipe gallery corridor body deformation joint waterproof reinforced node - Google Patents
A kind of pipe gallery corridor body deformation joint waterproof reinforced node Download PDFInfo
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- CN207419543U CN207419543U CN201721344306.4U CN201721344306U CN207419543U CN 207419543 U CN207419543 U CN 207419543U CN 201721344306 U CN201721344306 U CN 201721344306U CN 207419543 U CN207419543 U CN 207419543U
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- deformation joint
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- pipe gallery
- joint
- underground pipe
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Abstract
A kind of underground pipe gallery corridor body deformation joint waterproof reinforced node, including rubber fastening band, polysulfide sealing compound, polyethylene foam joint filling board.Compared with prior art, the beneficial effects of the utility model are that for the utility model only with three kinds of rubber fastening band, polysulfide sealing compound, polyethylene foam joint filling board conventional materials, increased amount of concrete and reinforcing bar amount are all few, cost has saved cost than relatively low;Further, polyethylene foam joint filling board is vertically arranged in the deformation joint formed between the first corridor body and the second corridor body, to fill deformation joint:Polysulfide sealing compound is arranged on the both ends of deformation joint, to deformation joint both ends waterproof;Rubber fastening band is arranged on the external side in piping lane corridor, to deformation joint both sides waterproof;The utility model principle is simple, process is fewer, therefore it is simple and fast to operate, as long as carrying out concealed location supervision and check, quality is relatively easy to control.
Description
Technical field
The utility model is related to civil construction field, in particular to a kind of pipe gallery corridor body deformation joint waterproof
Strengthen node.
Background technology
The piping lane of underground synthesis is exactly that rational utilization has been carried out to the resource of the underground space, and to all kinds of pipe networks in city
A kind of very effective solution route of difficult arrangement.Wherein the waterproof problem of corridor body deformation joint is than more serious, Er Qiewu
Effective treating method.
The waterproofing process of country's pipe gallery deformation joint relies primarily on additional waterproof material and waterstop junction at present
Reason, such as piping lane corridor body deformation joint way from outside to inside:Pea gravel concreten protective layer-separation layer-insulating layer (cold district)-
Coiled material or organic waterproof coating waterproof layer-two-component polysulfide sealing compound-polyethylene foam joint filling board-in buried steel side rubber water-proof
Band-polyethylene foam joint filling board-two-component polysulfide sealing compound-inner surface brush cement based penetration crystallization type water proofing paint.
China Patent Publication No.:106759516A discloses a kind of basement roof waterproofing of movement joints system and waterproofer
Skill;The basement roof waterproofing of movement joints system, including middle buried water stop, for preventing secondary water from entering deformation joint;Become
Shape stitches lining plank, for filling the deformation joint;External labeling type metallic plate pressure-bearing waterstop, for sealing the deformation joint;And
Waterproof construction, for carrying out waterproof to the external labeling type metallic plate pressure-bearing waterstop.
But above-mentioned technical proposal except in setting buried water stop, deformation joint lining plank be additionally provided with external labeling type metallic plate and hold
Pressing plate, screw fix bearing plate, waterproof roll, also need to set base treatment layer and elastic water-proof felt in addition.Required material
Material is relatively more, and therefore cost is higher, involves great expense, and since operation sequence is relatively more, quality is also relatively difficult to control.
Utility model content
In consideration of it, the utility model proposes a kind of pipe gallery corridor body deformation joint waterproof reinforced node, to solve
The technical issues of principle is complicated in the prior art, cost is high and quality hardly possible is controlled.
The utility model proposes a kind of pipe gallery corridor body deformation joint waterproof reinforced node, including rubber fastening band,
Polysulfide sealing compound, polyethylene foam joint filling board;
The polyethylene foam joint filling board is vertically arranged in the deformation joint formed between the first corridor body and the second corridor body, is used
To fill deformation joint;
The polysulfide sealing compound is arranged on the both ends of deformation joint, to deformation joint both ends waterproof;
The rubber fastening band is arranged on the external side in piping lane corridor, to deformation joint both sides waterproof.
Further, the external side in the corridor, which is also poured, has smash concrete, to form pea gravel concreten protective layer.
Further, the deformation joint is divided into left side deformation joint and right side deformation joint;The left side deformation joint and the right side
Side deformation joint is vertically arranged, and parallel not conllinear.
Further, the seam of the left side deformation joint and the right side deformation joint is away from being 30mm.
Further, the rubber fastening band is horizontally set on the centre position of the external wall in piping lane corridor.
Further, the polyethylene foam joint filling board sets two sections, and one section is vertically arranged in the deformation joint of left side, lower end
Leave surplus;Another section is vertically arranged in the deformation joint of right side, and surplus is left in upper end.
Further, the thickness of the polyethylene foam joint filling board is 30mm.
Further, the left side deformation joint lower end, which is left, is provided with polysulfide sealing compound at surplus;The right side deformation joint
Upper end, which is left, is provided with polysulfide sealing compound at surplus.
Further, there are four rectangular battle arrays in rubber fastening band surrounding setting for first corridor body and the second corridor body
The steel bar framework of column distribution, to reinforce corridor body.
Further, the steel bar framework is evenly arranged with several groups, the spacing between the two neighboring steel bar framework
For 200mm.
Compared with prior art, the beneficial effects of the utility model are, the utility model is only with rubber water-proof
Three kinds of band, polysulfide sealing compound, polyethylene foam joint filling board conventional materials, increased amount of concrete and reinforcing bar amount are all few, cost ratio
It is relatively low, save cost.
Further the polyethylene foam joint filling board is vertically arranged in the change formed between the first corridor body and the second corridor body
In shape seam, to fill deformation joint;The polysulfide sealing compound is arranged on the both ends of deformation joint, to deformation joint both ends waterproof;Institute
It states rubber fastening band and is arranged on the external side in piping lane corridor, to deformation joint both sides waterproof;The utility model principle is simple, process compares
It is few, therefore it is simple and fast to operate, as long as carrying out concealed location supervision and check, quality is relatively easy to control.
Description of the drawings
By reading the detailed description of hereafter preferred embodiment, it is various other the advantages of and benefit it is common for this field
Technical staff will be apparent understanding.Attached drawing is only used for showing the purpose of preferred embodiment, and is not considered as to the present invention
Limitation, throughout the drawings, the same reference numbers will be used to refer to the same parts.In the accompanying drawings:
Fig. 1 is the overall structure diagram of the utility model embodiment;
Fig. 2 is the first corridor body structure diagram of the utility model embodiment;
Fig. 3 is the second corridor body structure diagram of the utility model embodiment.
Specific embodiment
The preferred embodiment of the present invention described with reference to the accompanying drawings.It will be apparent to a skilled person that this
A little embodiments are used only for explaining the technical principle of the present invention, it is not intended that limit the scope of the invention.
It should be noted that in the description of the present invention, the instructions such as term " on ", " under ", "left", "right", " interior ", " outer "
Direction or the term of position relationship be based on direction shown in the drawings or position relationship, this is intended merely to facilitate description, and
It is not instruction or implies that described device or element there must be specific orientation, with specific azimuth configuration and operation, therefore not
It is understood that as limitation of the present invention.In addition, term " first ", " second " are only used for description purpose, and it is not intended that instruction
Or imply relative importance.In addition it is also necessary to explanation, in the description of the present invention, unless otherwise specific regulation and limit
Fixed, term " installation ", " connected ", " connection " should be interpreted broadly, for example, it may be being fixedly connected or detachably connecting
It connects or is integrally connected;Can be mechanical connection or electrical connection;It can be directly connected, intermediate matchmaker can also be passed through
Jie is indirectly connected, and can be the connection inside two elements.To those skilled in the art, can understand as the case may be
The concrete meaning of above-mentioned term in the present invention.
Referring to Fig. 1, for the overall structure diagram of the utility model embodiment, sealed including rubber fastening band 1, polysulfide
Cream 2, polyethylene foam joint filling board 3;Polyethylene foam joint filling board 3 is vertically arranged between the first corridor body 5 and the second corridor body 6 and is formed
Deformation joint in, to fill deformation joint;Polysulfide sealing compound 2 is arranged on the both ends of deformation joint, to deformation joint both ends waterproof;Rubber
Glue waterstop 1 is arranged on the external side in piping lane corridor, to deformation joint both sides waterproof;
It is the first corridor body of the utility model embodiment and the structure diagram of the second corridor body referring to Fig. 2 and Fig. 3;The
Deformation joint is formed between one corridor body 5 and the second corridor body 6, deformation joint is divided into left side deformation joint and right side deformation joint;Left side deformation joint
It is vertically arranged with right side deformation joint, and it is parallel not conllinear;The seam of left side deformation joint and the right side deformation joint is away from being 30mm.
In the present embodiment, polyethylene foam joint filling board 3 sets two sections, and one section is vertically arranged in the deformation joint of left side, under
Leave surplus in end;Another section is vertically arranged in the deformation joint of right side, and surplus is left in upper end.The thickness of polyethylene foam joint filling board 3
For 30mm;Left side deformation joint lower end, which is left, is provided with polysulfide sealing compound 2 at surplus;It leaves and is set at surplus in right side deformation joint upper end
There is polysulfide sealing compound 2.
Specifically, polyethylene foam joint filling board 3 sets two, places vertically, and thickness is 30mm.To fill deformation
Surplus is left in seam, 3 lower end of polyethylene foam joint filling board of the interior filling of left side deformation joint;Polyethylene foam in the deformation joint of right side is filled out
Surplus is left in 3 upper end of seam plate, to set polysulfide sealing compound 2.
In the present embodiment, rubber fastening band 1 is horizontally set on the centre position of the external wall in piping lane corridor.First corridor body, 5 He
Second corridor body 6 sets the steel bar framework 7 there are four rectangular array distribution in 1 surrounding of rubber fastening band, to reinforce corridor
Body;Steel bar framework 7 is evenly arranged with several groups, and the spacing between the two neighboring steel bar framework 7 is 200mm.
Specifically, rubber fastening band 1 is horizontally set on the centre position of the external wall in piping lane corridor, and with rubber fastening band 1
Centered on the intersection point of deformation joint, rectangular array distribution steel bar framework 7, steel bar framework 7 is rectangular frame, vertical to place, and
Steel bar framework 7 is evenly arranged with several, and the distance between two neighboring steel bar framework 7 is 200mm.
Specifically, the external side in corridor, which is also poured, has smash concrete 4, to form pea gravel concreten protective layer.
So far, have been combined preferred embodiment shown in the drawings and describe technical scheme, still, this field
Technical staff is it is easily understood that protection scope of the present invention is expressly not limited to these specific embodiments.Without departing from this
On the premise of the principle of invention, those skilled in the art can make correlation technique feature equivalent change or replacement, these
Technical solution after changing or replacing it is fallen within protection scope of the present invention.
Claims (10)
1. a kind of underground pipe gallery corridor body deformation joint waterproof reinforced node, which is characterized in that including rubber fastening band (1),
Polysulfide sealing compound (2), polyethylene foam joint filling board (3);
The polyethylene foam joint filling board (3) is vertically arranged in the deformation joint formed between the first corridor body (5) and the second corridor body (6)
It is interior, to fill deformation joint;
The polysulfide sealing compound (2) is arranged on the both ends of deformation joint, to deformation joint both ends waterproof;
The rubber fastening band (1) is arranged on the external side in piping lane corridor, to deformation joint both sides waterproof.
2. body deformation joint waterproof reinforced node in underground pipe gallery corridor according to claim 1, which is characterized in that described
The external side in corridor, which is also poured, has smash concrete (4), to form pea gravel concreten protective layer.
3. body deformation joint waterproof reinforced node in underground pipe gallery corridor according to claim 1, which is characterized in that described
Deformation joint is divided into left side deformation joint and right side deformation joint;The left side deformation joint and the right side deformation joint are vertically arranged, and
It is parallel not conllinear.
4. body deformation joint waterproof reinforced node in underground pipe gallery corridor according to claim 3, which is characterized in that described
The seam of left side deformation joint and the right side deformation joint is away from being 30mm.
5. body deformation joint waterproof reinforced node in underground pipe gallery corridor according to claim 1, which is characterized in that described
Rubber fastening band (1) is horizontally set on the centre position of the external wall in piping lane corridor.
6. body deformation joint waterproof reinforced node in underground pipe gallery corridor according to claim 1, which is characterized in that described
Polyethylene foam joint filling board (3) sets two sections, and one section is vertically arranged in the deformation joint of left side, and surplus is left in lower end;Another section perpendicular
Straight to be arranged in the deformation joint of right side, surplus is left in upper end.
7. body deformation joint waterproof reinforced node in underground pipe gallery corridor according to claim 6, which is characterized in that described
The thickness of polyethylene foam joint filling board (3) is 30mm.
8. body deformation joint waterproof reinforced node in underground pipe gallery corridor according to claim 6, which is characterized in that described
Left side deformation joint lower end, which is left, is provided with polysulfide sealing compound (2) at surplus;It leaves and is set at surplus in the right side deformation joint upper end
There is polysulfide sealing compound (2).
9. body deformation joint waterproof reinforced node in underground pipe gallery corridor according to claim 5, which is characterized in that described
First corridor body (5) and the second corridor body (6) set the reinforcing bar there are four rectangular array distribution in the rubber fastening band (1) surrounding
Frame (7), to reinforce corridor body.
10. body deformation joint waterproof reinforced node in underground pipe gallery corridor according to claim 9, which is characterized in that institute
It states steel bar framework (7) and is evenly arranged with several groups, the spacing between the two neighboring steel bar framework (7) is 200mm.
Priority Applications (1)
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CN201721344306.4U CN207419543U (en) | 2017-10-18 | 2017-10-18 | A kind of pipe gallery corridor body deformation joint waterproof reinforced node |
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CN201721344306.4U CN207419543U (en) | 2017-10-18 | 2017-10-18 | A kind of pipe gallery corridor body deformation joint waterproof reinforced node |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114718121A (en) * | 2022-03-04 | 2022-07-08 | 北京万兴建筑集团有限公司 | Fixing method for trapezoidal bellmouth steel edge rubber water stop belt of underground pipe gallery structure deformation joint |
-
2017
- 2017-10-18 CN CN201721344306.4U patent/CN207419543U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114718121A (en) * | 2022-03-04 | 2022-07-08 | 北京万兴建筑集团有限公司 | Fixing method for trapezoidal bellmouth steel edge rubber water stop belt of underground pipe gallery structure deformation joint |
CN114718121B (en) * | 2022-03-04 | 2024-02-13 | 北京万兴建筑集团有限公司 | Method for fixing trapezoid bell mouth steel edge rubber water stop belt of deformation joint of underground pipe gallery structure |
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