CN116411706A - Pre-buried sleeve capable of naturally draining water for cast-in-situ structure and construction method - Google Patents
Pre-buried sleeve capable of naturally draining water for cast-in-situ structure and construction method Download PDFInfo
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- CN116411706A CN116411706A CN202310392262.6A CN202310392262A CN116411706A CN 116411706 A CN116411706 A CN 116411706A CN 202310392262 A CN202310392262 A CN 202310392262A CN 116411706 A CN116411706 A CN 116411706A
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- end plate
- pipe body
- installation
- cast
- groove
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 22
- 238000011065 in-situ storage Methods 0.000 title claims abstract description 10
- 238000010276 construction Methods 0.000 title abstract description 11
- 238000009434 installation Methods 0.000 claims description 52
- 230000003014 reinforcing effect Effects 0.000 claims description 12
- 238000000034 method Methods 0.000 claims description 7
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 3
- 239000002390 adhesive tape Substances 0.000 claims description 3
- 230000009471 action Effects 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 238000011900 installation process Methods 0.000 description 2
- 230000008439 repair process Effects 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G15/00—Forms or shutterings for making openings, cavities, slits, or channels
- E04G15/06—Forms or shutterings for making openings, cavities, slits, or channels for cavities or channels in walls of floors, e.g. for making chimneys
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G15/00—Forms or shutterings for making openings, cavities, slits, or channels
- E04G15/06—Forms or shutterings for making openings, cavities, slits, or channels for cavities or channels in walls of floors, e.g. for making chimneys
- E04G15/061—Non-reusable forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Abstract
The invention discloses a pre-buried sleeve capable of naturally draining water for a cast-in-situ structure and a construction method, and belongs to the field of electromechanical pipeline construction. The invention relates to a pre-buried sleeve capable of naturally draining water for a cast-in-situ structure and a construction method thereof, comprising a first pipe body, wherein a connecting tongue-and-groove is arranged on one side of the outer part of the first pipe body; the upper end of one side of the first pipe body is provided with a first end plate, one side outside the connecting tongue-and-groove is provided with a second pipe body, one end of the second pipe body is provided with a second end plate, and the second pipe body is connected with the first pipe body through the connecting tongue-and-groove clamping groove. The invention solves the problem that the prior telescopic drain pipe embedded sleeve body cannot keep the positioning and the gradient unchanged during the concrete pouring impact and vibration, and the original inclined drain slope is matched with the first end plate and the second end plate on two sides to clamp and fix the pipe body, so that the pipe body can be directly prevented from being kept the positioning and the gradient unchanged during the concrete pouring impact and vibration.
Description
Technical Field
The invention relates to the technical field of electromechanical pipeline construction, in particular to a pre-buried sleeve capable of naturally draining water for a cast-in-situ structure and a construction method.
Background
In the prior art, a large number of sleeves are arranged in sleeve installation, which needs to naturally drain water through a gradient, and levelness or gradient reaches the standard in installation, but due to the influences of concrete pouring and vibration, the sleeves are often deviated, angle offset and even reverse water phenomenon, the concrete structure is required to be damaged in later repair, potential safety hazards exist, the repair difficulty is high, and the cost is high;
chinese patent publication No. CN214838951U discloses a scalable drain pipe pre-buried sleeve pipe, including first sleeve pipe and coaxial second sleeve pipe that sets up, first sleeve pipe is close to the coaxial draw-in groove of having seted up in one side of second sleeve pipe, the second sleeve pipe is close to the coaxial fixed insert pipe that is provided with in one side of first sleeve pipe, this application has the effect that the operating personnel of being convenient for can adjust pre-buried sleeve pipe to the thickness difference of wall for pre-buried sleeve pipe can be applicable to the thickness of different walls.
In the practical use process of the telescopic drain pipe embedded sleeve, the pipe body cannot be positioned and gradient-unchanged during concrete pouring impact and vibration, so that the structure and design after installation are different, and the subsequent use is affected; therefore, the existing requirements are not met, and a pre-buried sleeve capable of naturally draining water and used for a cast-in-situ structure and a construction method are provided.
Disclosure of Invention
The invention aims to provide a pre-buried sleeve capable of naturally draining water for a cast-in-situ structure and a construction method, wherein the pre-buried sleeve is clamped and fixed by an original inclined drainage slope matched with a first end plate and a second end plate at two sides, and the direct clamping and fixing can directly avoid that a pipe body cannot be positioned and the gradient is unchanged during concrete pouring impact and vibration, so that the pre-buried sleeve can cope with different installation requirements, the stability is improved, and the problems in the background art are solved.
In order to achieve the above purpose, the present invention provides the following technical solutions: the embedded sleeve comprises a first pipe body and a drainage slope, wherein a connecting tongue-and-groove is formed in one side of the outer part of the first pipe body; the drainage slope is arranged in the first pipe body, a first end plate is arranged at the upper end of one side of the first pipe body, a second pipe body is arranged at one side outside the connecting rabbet, a second end plate is arranged at one end of the second pipe body, and the second pipe body is connected with the first pipe body through the connecting rabbet clamping groove.
Preferably, the two ends of the upper ends of the second end plate and the first end plate are respectively provided with a mounting connection groove, and the mounting connection grooves are embedded in the middle of the corresponding second end plate and the first end plate.
Preferably, the upper ends of the two installation connecting grooves are provided with upper installation through holes, the lower ends of the two installation connecting grooves are provided with lower installation through holes, and the lower installation through holes and the upper installation through holes penetrate through the front end and the rear end of the corresponding first end plate and the corresponding second end plate.
Preferably, a first pipeline through hole is formed in the first pipe body, and the first pipeline through hole penetrates through the front end and the rear end of the first pipe body.
Preferably, the middle of the first end plate and the second end plate is provided with a second pipeline through hole, and the second pipeline through hole penetrates through the first end plate and the second end plate and extends to two ends of the first end plate and the second end plate.
The invention provides another technical scheme that: a construction method of a built-in sleeve capable of naturally draining water for a cast-in-situ structure comprises the following steps:
s1: inserting one end of the first pipe body with the connecting rabbet into the reinforcing mesh from one side of a preset position of the wall reinforcing mesh;
s2: inserting the second pipe body into the connecting rabbet of the first pipe body from the other side of the wall body reinforcing steel bar;
s3: the first pipe body and the second pipe body which are integrally connected are rotated until the water discharge slope is adjusted to be the largest;
s4: the whole formed by connecting the first pipe body and the second pipe body is firmly fixed on the reinforcing mesh through a short reinforcing bar and a binding wire;
s5: the first end plate and the second end plate are stuck by double faced adhesive tape or mechanical connecting parts suitable for being attached to the surface of the mould plate;
s6: when the wall template is assembled, the template is attached to the first end plate and the second end plate and clamped;
s7: pouring wall concrete, and finishing one-time installation of the sleeve with natural drainage.
Compared with the prior art, the invention has the following beneficial effects:
1. according to the invention, the first pipeline through hole is formed in the first pipe body, the drainage slope is formed in the lower end of the first pipeline through hole, the first end plate is arranged on one side of the first pipe body, the second end plate is arranged on the other side of the first pipe body, when the embedded sleeve is actually installed and carried out, the original inclined drainage slope is matched with the first end plate and the second end plate on two sides to carry out clamping and fixing, and the pipe body can be directly prevented from being positioned and unchanged in gradient during concrete pouring impact and vibration by direct clamping and fixing, so that the embedded sleeve can meet different installation requirements, and the stability is improved.
2. According to the invention, the upper end and the lower end in the first end plate and the second end plate are respectively provided with the installation connecting grooves, the upper end in the installation connecting grooves is provided with the upper installation through holes, the lower end in the installation connecting grooves is provided with the lower installation through holes, when the embedded sleeve is actually used and installed, the pipelines connected with the two sides of the embedded sleeve are fixed by bolts aiming at the caliber of the pipelines on the two sides of the installation sleeve and penetrating the corresponding upper installation through holes and the lower installation through holes by the bolts, and the protruding positions of the bolts can be reduced by the sunken installation connecting grooves, so that the subsequent installation is prevented from being influenced by the protruding.
Drawings
FIG. 1 is a front view of the overall exterior structure of the present invention;
FIG. 2 is a cross-sectional view of the overall internal structure of the present invention;
fig. 3 is a sectional view showing the internal structure of the installation connecting groove of the present invention.
In the figure: 1. a first tube body; 2. a first end plate; 3. a second tube body; 4. a second end plate; 5. a connecting tongue-and-groove; 6. a drainage slope; 7. mounting a connecting groove; 8. a through hole is arranged on the upper part; 9. a lower mounting through hole; 10. a first conduit through hole; 11. and a second pipe through hole.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
In order to solve the problem that the structure and the design after installation are different and the subsequent use is affected because the pipe body cannot be positioned and the gradient is unchanged when concrete pouring is impacted and vibrated, disclosed in Chinese patent with publication number CN214838951U, please refer to fig. 1, 2 and 3, the embodiment provides the following technical scheme:
the embedded sleeve comprises a first pipe body 1, wherein a connecting tongue-and-groove 5 is arranged on one side of the outer part of the first pipe body 1; still include drain slope 6, it sets up in the inside of first body 1, the upper end of first body 1 one side is provided with first terminal plate 2, one side of connecting the tongue-and-groove 5 outside is provided with second body 3, the one end of second body 3 is provided with second end plate 4, connect through connecting tongue-and-groove 5 draw-in groove between second body 3 and the first body 1, can be held and fixed by the first end plate 2 and the second end plate 4 of the slope 6 collocation both sides of original slope, direct centre gripping is fixed can directly avoid the body can not keep location and slope unchanged when concrete watering is strikeed and is vibrated, make pre-buried sleeve can cope with different installation demands, stability obtains promoting.
In order to solve the problem of poor installation suitability of the existing embedded pipeline, please refer to fig. 1, 2 and 3, the present embodiment provides the following technical scheme:
the second end plate 4 and the inside upper end both ends of first end plate 2 all are provided with installation connecting groove 7, and installation connecting groove 7 embedding is corresponding second end plate 4 and the inside centre of first end plate 2, the inside upper end of two installation connecting grooves 7 is provided with installation through-hole 8, the inside lower extreme of two installation connecting grooves 7 is provided with down installation through-hole 9, and the front and back both ends of corresponding first end plate 2 and second end plate 4 are all run through to installation through-hole 9 and last installation through-hole 8, the bore of installing both sides pipeline is to the installation by the bolt, and pass corresponding last installation through-hole 8 and lower installation through-hole 9 by the bolt and can accomplish fixedly, and through the protruding position of sunken installation connecting groove 7 reducible bolt, avoid protruding influence follow-up installation.
The inside of first body 1 is provided with first pipeline through-hole 10, and first pipeline through-hole 10 runs through the front and back both ends of first body 1, and the inside centre of first end plate 2 and second end plate 4 all is provided with second pipeline through-hole 11, and second pipeline through-hole 11 runs through first end plate 2 and second end plate 4 and extends to the both ends of first end plate 2 and second end plate 4, can connect the pipeline at both ends through first pipeline through-hole 10 and second pipeline through-hole 11.
Working principle: when the pipeline is used and the sleeve is embedded, according to fig. 1, 2 and 3, in order to avoid that the pipeline body cannot be kept in position and the gradient is unchanged during concrete pouring impact and vibration, in the installation process, the first pipeline body 1 is directly fixed by the second end plate 4 on one side of the second pipeline body 3 and the first end plate 2 on one side of the first pipeline body 1, the first pipeline body 1 and the inclined angle of the internal water draining slope 6 can be fixed by the clamping between the first pipeline body 1 and the second pipeline body 3, the inclined angle of the water draining slope 6 can be kept by the clamping at two ends, the inclined angle of the inclined water draining slope 6 is avoided, the inclined angle of the embedded sleeve is caused during concrete pouring impact and vibration, the subsequent installation is influenced by the exposure of bolts for improving the stability in the installation process, the pipeline to be connected at two ends of the first end plate 2 and the second end plate 4 is embedded into the installation connecting groove 7 by the bolts, the caliber of the connecting positions for the two ends is embedded into the corresponding upper installation through hole 8 and the lower installation through hole 9 and sealing connection is completed after the bolts are embedded into the installation connecting groove 7.
In order to further better explain the embodiment of the invention, the invention also provides a construction method of the embedded sleeve which is used for the cast-in-situ structure and can drain water naturally, comprising the following steps:
s1: inserting one end of the first pipe body 1 with the connecting rabbet 5 into the reinforcing mesh from one side of a preset position of the wall reinforcing mesh;
s2: inserting the second pipe body 3 into the connecting rabbet 5 of the first pipe body 1 from the other side of the wall body reinforcing steel bar;
s3: the first pipe body 1 and the second pipe body 3 which are integrally connected are rotated until the water discharge slope surface 6 is adjusted to be the maximum;
s4: the whole body formed by connecting the first pipe body 1 and the second pipe body 3 is firmly fixed on the reinforcing mesh through a short reinforcing bar and a binding wire;
s5: the first end plate 2 and the second end plate 4 are stuck by double faced adhesive tape or mechanical connecting parts suitable for being attached to the surface of the mould plate;
s6: when the wall template is assembled, the template is attached to the first end plate 2 and the second end plate 4 and clamped;
s7: pouring wall concrete, and finishing one-time installation of the sleeve with natural drainage.
It is noted that relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. A but, pre-buried sleeve pipe of natural drainage for cast-in-situ structure, includes first body (1) and drainage domatic (6), its characterized in that: one side of the outside of first body (1) is provided with and connects tongue-and-groove (5), drain slope (6) set up in the inside of first body (1), the upper end of first body (1) one side is provided with first terminal plate (2), one side of connecting tongue-and-groove (5) outside is provided with second body (3), the one end of second body (3) is provided with second end plate (4), connect through connecting tongue-and-groove (5) draw-in groove between second body (3) and the first body (1).
2. The pre-buried sleeve capable of naturally draining water for a cast-in-place structure according to claim 1, wherein: the upper ends of the second end plate (4) and the first end plate (2) are respectively provided with a mounting connection groove (7), and the mounting connection grooves (7) are embedded into the middle of the corresponding second end plate (4) and the first end plate (2).
3. The pre-buried sleeve capable of naturally draining water for a cast-in-place structure according to claim 2, wherein: the upper ends inside the two installation connecting grooves (7) are provided with upper installation through holes (8), the lower ends inside the two installation connecting grooves (7) are provided with lower installation through holes (9), and the lower installation through holes (9) and the upper installation through holes (8) penetrate through the front end and the rear end of the corresponding first end plate (2) and the corresponding second end plate (4).
4. The pre-buried sleeve capable of naturally draining water for a cast-in-place structure according to claim 1, wherein: the inside of first body (1) is provided with first pipeline through-hole (10), and first pipeline through-hole (10) run through the front and back both ends of first body (1).
5. The pre-buried sleeve capable of naturally draining water for a cast-in-place structure according to claim 1, wherein: the middle of the first end plate (2) and the second end plate (4) are provided with second pipeline through holes (11), and the second pipeline through holes (11) penetrate through the first end plate (2) and the second end plate (4) and extend to two ends of the first end plate (2) and the second end plate (4).
6. A method of constructing a naturally drainable pre-buried sleeve for a cast-in-place structure according to claim 1, characterized by: the method comprises the following steps:
s1: inserting one end of the first pipe body (1) with the connecting rabbet (5) into the reinforcing mesh from one side of a preset position of the wall reinforcing mesh;
s2: inserting the second pipe body (3) into the connecting rabbet (5) of the first pipe body (1) from the other side of the wall body reinforcing steel bar;
s3: the first pipe body (1) and the second pipe body (3) which are connected into a whole in a rotating way until the water discharge gradient to the water discharge slope (6) is maximum;
s4: the whole body formed by connecting the first pipe body (1) and the second pipe body (3) is firmly fixed on a reinforcing mesh through a short reinforcing bar and a binding wire;
s5: the first end plate (2) and the second end plate (4) are stuck by double faced adhesive tape or mechanical connecting parts suitable for being attached to the surface of the mould plate;
s6: when the wall template is assembled, the template is attached to the first end plate (2) and the second end plate (4) and clamped;
s7: pouring wall concrete, and finishing one-time installation of the sleeve with natural drainage.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310392262.6A CN116411706A (en) | 2023-04-13 | 2023-04-13 | Pre-buried sleeve capable of naturally draining water for cast-in-situ structure and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310392262.6A CN116411706A (en) | 2023-04-13 | 2023-04-13 | Pre-buried sleeve capable of naturally draining water for cast-in-situ structure and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN116411706A true CN116411706A (en) | 2023-07-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202310392262.6A Pending CN116411706A (en) | 2023-04-13 | 2023-04-13 | Pre-buried sleeve capable of naturally draining water for cast-in-situ structure and construction method |
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| Country | Link |
|---|---|
| CN (1) | CN116411706A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106979385A (en) * | 2017-04-16 | 2017-07-25 | 山西高扬卫生设备同层安装工程有限公司 | Wall bushing pre-embedded device with Telescopic |
| CN206943598U (en) * | 2017-05-26 | 2018-01-30 | 成都川路塑胶集团有限公司 | Pre-buried telescopic tube |
| CN108443590A (en) * | 2018-04-08 | 2018-08-24 | 中建二局第二建筑工程有限公司 | Side-type direct-burried part and its construction method |
| CN207936350U (en) * | 2018-01-31 | 2018-10-02 | 中国核工业华兴建设有限公司 | A kind of residence outer wall air-conditioning pierces muscle plastic bushing |
| CN112413231A (en) * | 2020-11-12 | 2021-02-26 | 刘伟 | End cover fixing seat, end cover and pre-embedding process of beam/wall penetrating pipe fitting |
| CN216076320U (en) * | 2021-10-27 | 2022-03-18 | 中建海峡(厦门)建设发展有限公司 | Shear force wall air conditioner wall preformed hole finished product built-in fitting |
| CN115233983A (en) * | 2022-08-31 | 2022-10-25 | 中国十七冶集团有限公司 | Fixing method and fixing structure for hydroelectric installation embedded sleeve |
-
2023
- 2023-04-13 CN CN202310392262.6A patent/CN116411706A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106979385A (en) * | 2017-04-16 | 2017-07-25 | 山西高扬卫生设备同层安装工程有限公司 | Wall bushing pre-embedded device with Telescopic |
| CN206943598U (en) * | 2017-05-26 | 2018-01-30 | 成都川路塑胶集团有限公司 | Pre-buried telescopic tube |
| CN207936350U (en) * | 2018-01-31 | 2018-10-02 | 中国核工业华兴建设有限公司 | A kind of residence outer wall air-conditioning pierces muscle plastic bushing |
| CN108443590A (en) * | 2018-04-08 | 2018-08-24 | 中建二局第二建筑工程有限公司 | Side-type direct-burried part and its construction method |
| CN112413231A (en) * | 2020-11-12 | 2021-02-26 | 刘伟 | End cover fixing seat, end cover and pre-embedding process of beam/wall penetrating pipe fitting |
| CN216076320U (en) * | 2021-10-27 | 2022-03-18 | 中建海峡(厦门)建设发展有限公司 | Shear force wall air conditioner wall preformed hole finished product built-in fitting |
| CN115233983A (en) * | 2022-08-31 | 2022-10-25 | 中国十七冶集团有限公司 | Fixing method and fixing structure for hydroelectric installation embedded sleeve |
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