CN208039308U - A kind of piping lane splicing seams grouting structure - Google Patents
A kind of piping lane splicing seams grouting structure Download PDFInfo
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- CN208039308U CN208039308U CN201820358140.XU CN201820358140U CN208039308U CN 208039308 U CN208039308 U CN 208039308U CN 201820358140 U CN201820358140 U CN 201820358140U CN 208039308 U CN208039308 U CN 208039308U
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- splicing seams
- piping lane
- grouting
- waterproof
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Abstract
The utility model discloses a kind of piping lane splicing seams grouting structures, including the internal layer waterproof layer in the splicing seams being made of piping lane socket and piping lane bellmouth and waterproof outer layer is arranged, grouting room is formed between the internal layer waterproof layer, waterproof outer floor and splicing seams, it is equipped with about the one group grouting pipe for being intervally arranged and being connected to the grouting room on the left and right sides wall of internal layer waterproof layer, the upper return pipe being connected to the grouting room and lower return pipe are respectively equipped on the two side up and down of internal layer waterproof layer.The utility model can ensure that prefabricated piping lane splicing seams slip casting is full, can be found in time if any phenomena such as running pulp, spillage, have simple operation, it can be ensured that the advantages of grouting quality, have preferable practical reference value.
Description
Technical field
The utility model belongs to piping lane technical field more particularly to a kind of piping lane splicing seams grouting structure.
Background technology
As recent decades National urban expands rapidly the demands such as electric power, communication, water supply, combustion gas, underground utilities are built
If increasing frequently, therefore the development of underground pipe gallery is particularly important.To ensure the quality of concrete structure, batch production processing
Concrete prefabricated element, then be combined at the scene, be assembled, link.Waterproofing work is the most important thing of underground pipe gallery, and
Prefabricated piping lane splicing seams are the emphasis of underground pipe gallery waterproofing work.
Utility model content
The technical problem to be solved by the utility model is to provide one kind, and prefabricated piping lane splicing seams slip casting can be made full
Piping lane splicing seams be in the milk structure.
The structure in order to solve the above technical problems, piping lane splicing seams provided by the utility model are in the milk, including setting by
Internal layer waterproof layer in the splicing seams that piping lane socket is constituted with piping lane bellmouth and waterproof outer layer, the internal layer waterproof layer, outer layer
Grouting room is formed between waterproof layer and splicing seams, being equipped with about one group on the left and right sides wall of internal layer waterproof layer is intervally arranged
And the grouting pipe being connected to the grouting room, it is respectively equipped on the two side up and down of internal layer waterproof layer and connects with the grouting room
Logical upper return pipe and lower return pipe.
For the utility model piping lane splicing seams grouting structure, as further setting, in the side wall of internal layer waterproof layer
Surrounding is additionally provided with the slip casting detection pipe being connected to the grouting room.
For the utility model piping lane splicing seams grouting structure, as further setting, the grouting pipe is by spring
Inner core and the non-woven filter cloth layer being wrapped in successively outside inner core of spring and nylon yarn stratum reticulare composition.
For this practicality piping lane splicing seams grouting structure, as further setting, the waterproof outer layer is by two-component
Polysulfide sealant layer and outer layer polyethylene cystosepiment composition;Wherein, two-component polysulfide sealant layer is close to the outside of splicing seams.
For the utility model piping lane splicing seams grouting structure, as further setting, the internal layer waterproof layer is by meeting
Water expands cushion rubber, inner layer polyethylene cystosepiment and inorganic leak-stopping material layer and constitutes, wherein inorganic leak-stopping material layer leans on
The inside of nearly splicing seams, inner layer polyethylene cystosepiment is between inorganic leak-stopping material layer and water-swellable cushion rubber.
Compared with prior art, the utility model can ensure that prefabricated piping lane splicing seams slip casting is full, if any running pulp, spillage
Phenomena such as can find in time.Using spring grouting pipe, simple operation, it can be ensured that grouting quality has preferable practical popularization
Value.It is injected grout into prefabricated piping lane splicing seams by grouting pipe.During slip casting, in strict accordance with " grouting process matter
Measure control flow " control grouting quality, it can accomplish the complete full of splicing seams inside slurry.It is prefabricated using this grouting device
The leakproofness that piping lane connects splicing seams obtains effective guarantee, can preferably prevent percolating water phenomenon, is widely portable to deform
The Grouting engineerings such as seam, construction joint are constructed.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model;
Fig. 2 is splicing seams side wall waterproof construction figure.
Specific implementation mode
The utility model is further described below in conjunction with the drawings and specific embodiments.
Referring to Fig. 1 and Fig. 2, a kind of piping lane splicing seams grouting structure, including be arranged by piping lane socket 1 and piping lane bellmouth 2
The prior art may be used in internal layer waterproof layer in the splicing seams of composition and waterproof outer layer, internal layer waterproof layer and waterproof outer layer
In for piping lane splicing seams sealing common waterproof layer.In the present embodiment, waterproof outer layer is by two-component polysulfide sealant layer 3
It is formed with outer layer polyethylene cystosepiment 4;Wherein, two-component polysulfide sealant layer 4 is close to the outside of splicing seams.Internal layer waterproof layer by
Water-swellable cushion rubber 5, inner layer polyethylene cystosepiment 6 and inorganic leak-stopping material layer 7 are constituted.Wherein, inorganic water-proof leak stopping material
The bed of material 7 is located at inorganic leak-stopping material layer 7 and water-swellable cushion rubber 5 close to the inside of splicing seams, inner layer polyethylene cystosepiment 6
Between.Grouting room 8 is formed between internal layer waterproof layer, waterproof outer floor and splicing seams, in the left and right sides wall of internal layer waterproof layer
Middle position is sealed equipped with about the one group grouting pipe 9 that is intervally arranged, and grouting pipe 9 sequentially passes through inorganic water-proof leak stopping material
The bed of material 7, inner layer polyethylene cystosepiment 6, water-swellable cushion rubber 5 are connected to grouting room 8.In the two side up and down of internal layer waterproof layer
Between sealing is equipped with two upper return pipes 10 respectively at position and lower return pipe 11, upper return pipe 10 and lower return pipe 11 sequentially pass through
Inorganic leak-stopping material floor 7, inner layer polyethylene cystosepiment 6, water-swellable cushion rubber 5 are connected to grouting room 8.
For the utility model piping lane splicing seams grouting structure, as further setting, in the side wall of internal layer waterproof layer
Surrounding is additionally provided with the slip casting detection pipe 12 being connected to grouting room 8.The filling situation that slurries are observed by slip casting detection pipe 12, works as note
When starching 12 grout of detection pipe, by block and can continue to fill up slip casting detection pipe 12.In the present embodiment, grouting pipe 9
It stretches out the outer one end of splicing seams and is equipped with the silk mouth docked with external slip casting machine, can make slurries quickly by grouting pipe 9
Capillary channel penetrates into splicing seams, and ensures that splicing seams slip casting is closely knit full by return pipe pulp.
For the utility model piping lane splicing seams grouting structure, as further setting, grouting pipe 9 is by inner core of spring
Non-woven filter cloth layer and nylon yarn the stratum reticulare composition being wrapped in successively outside inner core of spring.Capillary channel is formed in inner core of spring.
Grouting pipe 9 using the above structure not only has crushing resistance, while grouting pipe has certain flexibility again, is not easy splicing
It is crushed when tensioning;It can be fitted around in splicing seams according to piping lane difference size, chamfering position is without blocking, flexible angulation
Degree.
For this practicality piping lane splicing seams grouting structure, as further setting, the top and bottom sidewall of grouting room 8 is equipped with
Zigzag or netted saw kerf.
The slip casting process of the utility model is:
Grouting pipe (grout) on grouting pipe (note) → lower return pipe 11 (grout) → left and right sides under the left and right sides;It is left
Grouting pipe (note) → slip casting checks that pipe 12 (grout) → upper 10 (grout) → slip casting machine pressure gauge of return pipe reaches on right both sides
3bar (stops slip casting).Grouting Pipe grout illustrates that piping lane splicing seams lower half portion fills slurries on the left and right sides, and upper return pipe emits
Slurry illustrates that piping lane splicing seams top half will fill slurries, and slip casting machine pressure gauge reaches 3bar and illustrates that piping lane splicing seams are complete
Fill slurries (elastic polyurethane seals slurries 13).
Above-mentioned implementation is injected slurries by grouting pipe 9 according to above-mentioned grouting process using spring grouting pipe slip casting
Into prefabricated piping lane splicing seams.During slip casting, grouting quality is controlled in strict accordance with " grouting process quality control process ", it can
Accomplish the complete full of splicing seams inside slurry.Using this grouting device, the leakproofness that prefabricated piping lane connects splicing seams obtains effectively
It ensures, can preferably prevent percolating water phenomenon, be widely portable to the construction of the Grouting engineerings such as deformation joint, construction joint.
Instantly return pipe 11 cannot timely grout when, illustrate that there may be running pulp phenomenons for piping lane splicing seams lower half portion, preferably
Suspend slip casting, interval 2-3 hours (slurries are in paste) continues slip casting afterwards;When slip casting check pipe 12 cannot timely grout when, explanation
There may be running pulp phenomenons for piping lane splicing seams top half, preferably suspend slip casting, interval continues to note for 2-3 hours after (slurries are in paste)
Slurry.
Above-described embodiment is only to clearly demonstrate the utility model example, rather than the restriction to embodiment.
For those of ordinary skill in the art, other various forms of variations can also be made on the basis of the above description
Or it changes.Here without can not be also exhaustive to all embodiments.And the obvious variation thus amplified out
Or among changing still in the scope of protection of the utility model.
Claims (5)
- The structure 1. a kind of piping lane splicing seams are in the milk, it is characterised in that:It is being made of piping lane socket and piping lane bellmouth including being arranged Internal layer waterproof layer in splicing seams and waterproof outer layer are formed with filling between the internal layer waterproof layer, waterproof outer layer and splicing seams Room is starched, about the one group slip casting for being intervally arranged and being connected to the grouting room is equipped on the left and right sides wall of internal layer waterproof layer Conduit is respectively equipped with the upper return pipe being connected to the grouting room and lower return pipe on the two side up and down of internal layer waterproof layer.
- The structure 2. piping lane splicing seams according to claim 1 are in the milk, it is characterised in that:In the side wall surrounding of internal layer waterproof layer It is additionally provided with the slip casting detection pipe being connected to the grouting room.
- The structure 3. piping lane splicing seams according to claim 1 or 2 are in the milk, it is characterised in that:The grouting pipe is by spring Inner core and the non-woven filter cloth layer being wrapped in successively outside inner core of spring and nylon yarn stratum reticulare composition.
- The structure 4. piping lane splicing seams according to claim 1 or 2 are in the milk, it is characterised in that:The waterproof outer layer is by double Component polysulfide sealant layer and outer layer polyethylene cystosepiment composition;Wherein, two-component polysulfide sealant layer is close to the outer of splicing seams Side.
- The structure 5. piping lane splicing seams according to claim 4 are in the milk, it is characterised in that:The internal layer waterproof layer is swollen by chance water Swollen cushion rubber, inner layer polyethylene cystosepiment and inorganic leak-stopping material layer are constituted, wherein inorganic leak-stopping material layer is close to spelling The inside of seam, inner layer polyethylene cystosepiment is between inorganic leak-stopping material layer and water-swellable cushion rubber.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201820358140.XU CN208039308U (en) | 2018-03-16 | 2018-03-16 | A kind of piping lane splicing seams grouting structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820358140.XU CN208039308U (en) | 2018-03-16 | 2018-03-16 | A kind of piping lane splicing seams grouting structure |
Publications (1)
Publication Number | Publication Date |
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CN208039308U true CN208039308U (en) | 2018-11-02 |
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CN201820358140.XU Active CN208039308U (en) | 2018-03-16 | 2018-03-16 | A kind of piping lane splicing seams grouting structure |
Country Status (1)
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CN (1) | CN208039308U (en) |
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2018
- 2018-03-16 CN CN201820358140.XU patent/CN208039308U/en active Active
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