CN111809658A - Prefabricated pipe gallery structure - Google Patents
Prefabricated pipe gallery structure Download PDFInfo
- Publication number
- CN111809658A CN111809658A CN202010549332.0A CN202010549332A CN111809658A CN 111809658 A CN111809658 A CN 111809658A CN 202010549332 A CN202010549332 A CN 202010549332A CN 111809658 A CN111809658 A CN 111809658A
- Authority
- CN
- China
- Prior art keywords
- pipe gallery
- groove
- rubber strip
- gallery body
- air bags
- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/16—Arrangement or construction of joints in foundation structures
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
Abstract
The invention belongs to the technical field of building engineering. In order to overcome the problems that a water stop strip of a pipe gallery expands when encountering water and construction is limited in rainy days, a prefabricated pipe gallery structure is provided, and comprises a pipe gallery body, wherein one end of the pipe gallery body is provided with a two-step rabbet, the bottom of the pipe gallery body is provided with a first step, the top of the pipe gallery body is provided with a second step, a groove is formed between the two steps, an annular rubber strip with double air bags is arranged in the groove, the two air bags are arranged in the middle of the rubber strip in parallel and extend along the circumferential direction of the rubber strip, one edge of the rubber strip is arranged in the groove of the pipe gallery body in advance, the air bags are filled in the groove, and the outward air bags are arranged outside the groove; the other side of the rubber strip is L-shaped, and the end part of the L-shaped side is abutted against the first step; the other end of the pipe gallery body is a three-step tongue-and-groove, and the middle step corresponds to the groove. The invention adopts the built-in double-air-bag rubber strip, has good sealing performance and is not limited by construction environment.
Description
Technical Field
The invention belongs to the technical field of constructional engineering, and particularly relates to a prefabricated pipe gallery structure.
Background
In the prior art, a concrete prefabricated pipe gallery is called as a prefabricated pipe gallery for short, and is mainly used for centralized arrangement of various underground pipelines, the working environment is underground, and leakage prevention in the operation safety of the pipe gallery is an important measure. Current prefabricated piping lane mainly divide into whole prefabricated piping lane and prefabricated piping lane of piecemeal, and wherein whole prefabricated piping lane is prefabricated with the pipe gallery share nipple joint on the axis of ordinates, assembles to the job site again, and the antiseep processing needs to be done to the horizontal concatenation seam of piping lane perpendicular to axis of ordinates. At present, the anti-leakage of the splicing seams of the prefabricated pipe gallery is generally realized by sticking a water stop strip at the joint of the prefabricated pipe gallery, the water stop strip generates 2-3 times of expansion deformation after meeting water and is full of the surface of the joint, and meanwhile, huge contact pressure is generated to prevent leakage. Due to the characteristic of water swelling of the rubber strip, the construction environment is limited, and the rubber strip cannot be installed in a humid environment and rainy days.
Disclosure of Invention
Aiming at the problems that the existing pipe gallery water stop strip expands when meeting water and construction is limited in rainy days, the invention provides a prefabricated pipe gallery structure which adopts a built-in double-air-bag rubber strip, has good sealing performance and is not limited in construction environment.
The invention is realized by the following technical scheme:
a prefabricated pipe gallery structure comprises a pipe gallery body, wherein one end of the pipe gallery body is a double-step rabbet, a first step is arranged at the bottom of the pipe gallery body, a second step is arranged at the top of the pipe gallery body, a groove is formed between the two steps, an annular rubber strip with double air bags is arranged in the groove, the two air bags are arranged in the middle of the rubber strip in parallel and extend along the circumferential direction of the rubber strip, one edge of the rubber strip is pre-arranged in the groove of the pipe gallery body, the air bags are filled in the groove, and the outward air bags are arranged outside the groove; the other side of the rubber strip is L-shaped, and the end part of the L-shaped side is abutted against the first step; the other end of the pipe gallery body is a three-step tongue-and-groove, and the middle step corresponds to the groove.
The both ends of piping lane body set up the split screw rod.
And grouting grooves are arranged on the inner walls of the two-step type rabbet and the three-step type rabbet.
The grouting groove is funnel-shaped.
The edge chamfer of the second step of the two-step type rabbet is an inclined plane, and the edge chamfer of the step of the three-step type rabbet corresponding to the inclined plane is an inclined plane.
Has the advantages that:
the prefabricated pipe gallery structure provided by the invention adopts the built-in double-air-bag rubber strip, so that the sealing property is good; the double-air-bag rubber strip is preset inside the pipe gallery body and is formed together with the pipe gallery body, compared with later-stage bonding, the double-air-bag rubber strip saves working procedures and is stable in structure; the prefabricated pipe gallery is simple in connection mode, construction environment is not limited by rainy days, and later maintenance is convenient.
Drawings
Figure 1 is a side schematic view of a tube lane body of example 1;
FIG. 2 is a front view of the tube lane body of example 1;
FIG. 3 is a rear view of the tube lane body of example 1;
fig. 4 is a schematic cross-sectional structure view of a two-step tongue-and-groove and a three-step tongue-and-groove in example 1;
FIG. 5 is a schematic cross-sectional structure view of the prefabricated pipe gallery joint of example 1;
fig. 6 is a schematic sectional structure view of the prefabricated pipe gallery joint in the embodiment 2.
In the above figures, 1, a two-step tongue-and-groove; 2. a first step; 3. a second step; 4. a groove; 5. a rubber strip; 6. a first air bag; 7. a second air bag; 8. a three-step tongue-and-groove; 9. a middle step; 10. and (5) grouting the slurry tank.
Detailed Description
The present invention will be described in further detail with reference to the following embodiments and the accompanying drawings.
Example 1
A prefabricated pipe gallery structure is shown in figure 1 and comprises a pipe gallery body, wherein one end of the pipe gallery body is a two-step type groove and tongue 1, and the other end of the pipe gallery body is a three-step type groove and tongue 8. As shown in fig. 2 and 4, a first step 2 is arranged at the bottom of the pipe gallery body, a second step 3 is arranged at the top of the pipe gallery body, a groove 4 is arranged between the two steps, a rubber strip 5 with double air bags is arranged in the groove 4, the rubber strip 5 is annular, the two air bags are arranged in the middle of the rubber strip 5 in parallel and extend along the circumferential direction of the rubber strip 5, one side of the rubber strip 5 is fixedly arranged in the groove 4 of the pipe gallery body, namely, the rubber strip is embedded into the pipe gallery body in the prefabricating process of the pipe gallery body, the first air bag 6 is filled in the groove 4, and the outward second air bag 7 is arranged outside the groove 4; the other side of the rubber strip 5 is L-shaped, and the end part of the L-shaped side is propped against the first step 2. As shown in fig. 3 and 4, the other end of the pipe gallery body is a three-step rabbet 8, and the middle step 9 corresponds to the groove 4.
After connection, as shown in fig. 5, the three-step rabbet 8 corresponds to the two-step rabbet 1, and the two connected prefabricated pipe galleries are connected by bolts or split screws. The counter-pulling screw is prior art and is not described herein. Two gasbag rubber strips can be for providing conflict pressure, with the both ends in close contact with of piping lane body, when the difference in temperature arouses the contraction of piping lane body or inflation, the joint between the piping lane can self-adaptation be filled up to two gasbag homoenergetic. The step-like setting of tongue-and-groove can further effectively prevent water entering pipe gallery.
Example 2
On the basis of the embodiment 1, in order to further enhance the joint tightness of the prefabricated pipe gallery, grouting grooves 10 are arranged on the inner walls of the two-stage type groove 1 and the three-stage type groove 8 and are used for grouting waterproof slurry. Grout groove 10 sets up inside the piping lane body, is convenient for maintain. The slurry filling groove with a funnel-shaped opening is preferred, so that slurry can fully flow into the joint gap. The grouting grooves are preferably of a symmetrical structure, as shown in fig. 6, namely, the edge chamfer of the 2 nd step 3 of the double-step rabbet is an inclined plane, and the edge chamfer of the corresponding step of the three-step rabbet is an inclined plane and is prefabricated and molded with the pipe gallery body.
The above-mentioned embodiments are merely illustrative of the preferred embodiments of the present invention, and do not limit the scope of the present invention, and various modifications and improvements of the technical solution of the present invention by those skilled in the art should fall within the protection scope defined by the claims of the present invention without departing from the spirit of the present invention.
Claims (5)
1. A prefabricated pipe gallery structure comprises a pipe gallery body and is characterized in that one end of the pipe gallery body is a two-step rabbet, a first step is arranged at the bottom of the pipe gallery body, a second step is arranged at the top of the pipe gallery body, a groove is formed between the two steps, an annular rubber strip with two air bags is arranged in the groove, the two air bags are arranged in the middle of the rubber strip in parallel and extend along the circumferential direction of the rubber strip, one edge of the rubber strip is arranged in the groove of the pipe gallery body in advance, the air bags are filled in the groove, and the outward air bags are arranged outside the groove; the other side of the rubber strip is L-shaped, and the end part of the L-shaped side is abutted against the first step; the other end of the pipe gallery body is a three-step tongue-and-groove, and the middle step corresponds to the groove.
2. The prefabricated pipe gallery structure of claim 1, wherein opposing tension screws are provided at both ends of the pipe gallery body.
3. The prefabricated pipe gallery structure of claim 1, wherein the inner walls of the two-step tongue-and-groove and the three-step tongue-and-groove are provided with grouting grooves.
4. Prefabricated pipe gallery structure according to claim 3, wherein the grout groove is funnel-shaped.
5. The prefabricated pipe gallery structure of claim 1, wherein the edge of the second step of the double-step rabbet is beveled and the corresponding edge of the step of the triple-step rabbet is beveled.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202010549332.0A CN111809658B (en) | 2020-06-16 | 2020-06-16 | Prefabricated pipe gallery structure |
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CN202010549332.0A CN111809658B (en) | 2020-06-16 | 2020-06-16 | Prefabricated pipe gallery structure |
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CN111809658A true CN111809658A (en) | 2020-10-23 |
CN111809658B CN111809658B (en) | 2022-05-13 |
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Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106400836A (en) * | 2016-11-11 | 2017-02-15 | 中国水利水电第八工程局有限公司 | Comprehensive pipe rack |
CN107859075A (en) * | 2017-12-14 | 2018-03-30 | 成都市第三建筑工程公司 | A kind of prefabricated pipe gallery joint waterproof structure and its construction method |
CN207597428U (en) * | 2017-11-01 | 2018-07-10 | 浙江交工集团股份有限公司 | Prefabricated piping lane is connected waterproof construction with cast-in-place piping lane |
CN108331030A (en) * | 2018-03-22 | 2018-07-27 | 深圳蓝盾防水构造技术有限公司 | Prefabricated assembled concrete piping lane seam waterproof constructs and engineering method |
CN108547327A (en) * | 2018-03-30 | 2018-09-18 | 中国二十冶集团有限公司 | A kind of construction method of prefabricated piping lane seam waterproof |
CN109083194A (en) * | 2018-09-06 | 2018-12-25 | 东北大学 | A kind of precast concrete pipe gallery junction extruding type close-up method |
-
2020
- 2020-06-16 CN CN202010549332.0A patent/CN111809658B/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106400836A (en) * | 2016-11-11 | 2017-02-15 | 中国水利水电第八工程局有限公司 | Comprehensive pipe rack |
CN207597428U (en) * | 2017-11-01 | 2018-07-10 | 浙江交工集团股份有限公司 | Prefabricated piping lane is connected waterproof construction with cast-in-place piping lane |
CN107859075A (en) * | 2017-12-14 | 2018-03-30 | 成都市第三建筑工程公司 | A kind of prefabricated pipe gallery joint waterproof structure and its construction method |
CN108331030A (en) * | 2018-03-22 | 2018-07-27 | 深圳蓝盾防水构造技术有限公司 | Prefabricated assembled concrete piping lane seam waterproof constructs and engineering method |
CN108547327A (en) * | 2018-03-30 | 2018-09-18 | 中国二十冶集团有限公司 | A kind of construction method of prefabricated piping lane seam waterproof |
CN109083194A (en) * | 2018-09-06 | 2018-12-25 | 东北大学 | A kind of precast concrete pipe gallery junction extruding type close-up method |
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