CN110565953A - Construction method for reserving pipeline opening - Google Patents
Construction method for reserving pipeline opening Download PDFInfo
- Publication number
- CN110565953A CN110565953A CN201910876694.8A CN201910876694A CN110565953A CN 110565953 A CN110565953 A CN 110565953A CN 201910876694 A CN201910876694 A CN 201910876694A CN 110565953 A CN110565953 A CN 110565953A
- Authority
- CN
- China
- Prior art keywords
- reserved
- sleeve
- pipe
- sleeves
- construction
- 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.)
- Pending
Links
Classifications
-
- 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
- E04G15/063—Re-usable forms
Abstract
The invention discloses a construction method for reserving a pipeline opening, which belongs to the technical field of building construction and comprises the following steps: s1, manufacturing reserved sleeves of the pipeline holes of all parts according to design drawings; s2, arranging the reserved sleeves at all positions according to the design drawing; s3, fixedly connecting the reserved sleeves at all positions into an integral sleeve mold according to the arrangement positions; s4, mounting a floor slab template; s5, installing the integral sleeve mould on the floor slab template according to the design drawing; s6, pouring concrete; and S7, when the solidification of the concrete reaches the design strength, pulling out the integral sleeve mould. The invention can improve the construction speed and the construction precision, and when each floor layer is constructed, the positioning and the installation of a plurality of reserved sleeves can be completed at one time, so that the construction speed is improved; the axis of the reserved pipeline opening at the same position on different floor layers can be effectively ensured to be at the same vertical position, and the construction precision is improved.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a construction method for reserving a pipeline opening.
Background
In the construction process of a building, pipeline openings are generally required to be reserved on a floor slab at the positions of a main building structure such as a toilet, a kitchen and the like so as to install corresponding pipelines at the later stage.
A plurality of pipeline openings are reserved on each floor. In traditional work progress, generally use the PVC sleeve pipe as the mould and carry out the pipeline entrance to a cave and reserve, need carry out the unwrapping wire location on the template before every layer sheathed tube installation, then carry out the installation of reserving of PVC sleeve pipe one by one, carry out concreting at last, demolish the PVC sleeve pipe after the concrete reaches the setting strength.
The construction method needs to position the reserved pipeline openings one by one, and is complex in operation, labor-consuming and time-consuming.
Therefore, a construction method for reserving a pipeline opening is needed to solve the above problems.
disclosure of Invention
The invention aims to provide a construction method for reserving a pipeline opening, which can finish the positioning of a plurality of different sleeves on the same floor layer at one time and improve the construction speed and the construction precision.
as the conception, the technical scheme adopted by the invention is as follows:
a construction method for reserving a pipeline opening comprises the following steps:
S1, manufacturing reserved sleeves of the pipeline holes of all parts according to design drawings;
S2, arranging the reserved sleeves at all positions according to the design drawing;
S3, fixedly connecting the reserved sleeves at all positions into an integral sleeve mold according to the arrangement positions;
S4, mounting a floor slab template;
S5, installing the integral sleeve mould on the floor slab template according to the design drawing;
S6, pouring concrete;
And S7, when the solidification of the concrete reaches the design strength, pulling out the integral sleeve mould.
optionally, in the step S3, the reserved sleeves at the respective positions are welded into the integral sleeve mold through connecting steel bars.
Optionally, the shape of the reserved sleeve is a cone, and a small end face of the reserved sleeve is in contact with the floor slab formwork.
Optionally, the connecting steel bar is welded to the large end face of the reserved sleeve.
optionally, in the step S7, the integral sleeve mold is pulled out through the connection bars.
optionally, the step S5 includes: and positioning at least two reserved sleeves on the floor slab template.
optionally, before the step S5, a release agent is brushed on the part of the reserved sleeve which can contact with the concrete.
Optionally, the radial dimension of the reserve sleeve is greater than the diameter of the pipe to be installed.
optionally, after the pipeline is installed at the reserved pipeline opening, the root of the pipeline is blocked by cement mortar.
optionally, the dimensions of the pre-sleeves along their own axis are greater than the thickness of the floor layer to be constructed.
The construction method for reserving the pipeline opening provided by the invention has the following advantages that:
(1) The construction speed is improved: the reserved sleeves of one floor layer are connected into an integral sleeve mold, when each floor layer is constructed, the reserved sleeves do not need to be positioned one by one, the reserved sleeves are positioned and installed at one time, and the construction speed is improved;
(2) The construction precision is improved: connect a plurality of sleeves of reserving according to the design drawing as whole sleeve pipe mould, guarantee that each relative position of reserving between the sleeve pipe is the same with the design drawing all the time, and then can effectively guarantee that the axis of the reservation pipeline entrance to a cave of same position on the different floor layers is in same vertical position, improve the construction precision, can accomplish the smooth butt joint of the pipeline on different floor layers smoothly when guaranteeing the later stage installation pipeline.
drawings
Fig. 1 is a flow chart of a construction method for reserving a pipeline opening according to an embodiment of the present invention;
Fig. 2 is a schematic structural diagram of a reserved casing according to an embodiment of the present invention;
FIG. 3 is a schematic structural diagram of an integral sleeve mold provided by an embodiment of the invention;
Fig. 4 is a top view of the one-piece bushing mold of fig. 3.
in the figure:
1. reserving a sleeve; 2. an integral sleeve mold.
Detailed Description
in order to make the technical problems solved, the technical solutions adopted and the technical effects achieved by the present invention clearer, the technical solutions of the present invention are further described below by way of specific embodiments with reference to the accompanying drawings. It is to be understood that the specific embodiments described herein are merely illustrative of the invention and are not limiting of the invention. It should be further noted that, for the convenience of description, only some but not all of the elements associated with the present invention are shown in the drawings.
in the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc., indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance. Wherein the terms "first position" and "second position" are two different positions.
in the description of the present invention, it should be noted that unless otherwise explicitly stated or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection or a removable connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
The embodiment provides a construction method for reserving a pipeline opening, which can complete the positioning of sleeves of a plurality of pipeline openings of the same floor layer at one time, and the construction process is simple and quick.
Referring to fig. 1 to 4, the construction method for reserving the pipeline opening includes the following steps:
s1, manufacturing reserved sleeves 1 of the pipeline openings of all parts according to design drawings;
S2, arranging the reserved sleeves 1 at all positions according to the design drawing;
S3, fixedly connecting the reserved sleeves 1 at each part into an integral sleeve mold 2 according to the arrangement positions;
s4, mounting a floor slab template;
S5, installing the integral sleeve mould 2 on the floor slab template according to the design drawing;
S6, pouring concrete;
And S7, when the concrete is solidified to reach the designed strength, pulling out the integral sleeve mould 2 to form reserved pipeline openings of the plurality of pipelines of the floor layer.
preferably, in this embodiment, the shape of the preformed sleeve 1 is a cone, and the small end surface of the preformed sleeve 1 contacts with the floor slab formwork. So set up, can form the reservation pipeline entrance to a cave of back taper, can extract reservation sleeve pipe 1 smoothly. The radial size of the reserved sleeve 1 is larger than the diameter of the pipeline to be installed, so that a construction space for plugging the root of the pipeline is reserved after the pipeline is installed. Specifically, after the pipeline is installed at the reserved pipeline opening, the root of the pipeline is blocked by cement mortar, and preferably, a waterproof agent is doped in the cement mortar. Preferably, the size of the reserved sleeve 1 along the axis of the reserved sleeve is larger than the thickness of a floor layer to be constructed, so that a complete reserved pipeline opening can be constructed, and the forming quality of the concrete surface of the inner wall of the reserved pipeline opening can be prevented from being damaged when the whole sleeve mold 2 is pulled out of concrete.
Specifically, in the present embodiment, the diameter of the large end face of the reserve sleeve 1 is 3cm larger than the diameter of the pipe, and the diameter of the small end face of the reserve sleeve 1 is 1cm larger than the diameter of the pipe.
in the prior art, a PVC sleeve is generally used as a sleeve for reserving a pipe opening. The use of PVC sleeves has the following drawbacks: the PVC casing pipe is easy to shift and deform in the concrete pouring process, and the operation difficulty is high when the PVC casing pipe is dismantled in the later period, so that the forming quality of floor concrete is influenced; the PVC sleeve is easy to shift and deform, so that the reserved pipeline hole cannot meet the design requirement, the pipeline hole is not tightly plugged, the potential water leakage hazard exists, the construction quality is influenced, and the later maintenance difficulty is high; the PVC sleeve cannot be reused after deformation, and material waste is caused.
In order to solve the above problem, in this embodiment, the material of the reserved casing 1 is steel. Optionally, the material of the reserve sleeve 1 is 45 steel. The compressive strength of steel material is far greater than the PVC pipe, but whole sleeve pipe mould 2 cyclic utilization accomplishes the construction of the reservation entrance to a cave of multilayer floor like this, material saving, and the construction is rapid.
in this embodiment, in step S3, the reserved casings 1 at the respective positions are welded to form the integral casing mold 2 by the connecting steel bars. The connecting steel bars are welded on the large end face of the reserved sleeve 1. In step S7, the integral sleeve mold 2 is pulled out by connecting the reinforcing bars. Namely, the connecting steel bar is used as a handle of the whole sleeve mold 2, and the whole sleeve mold 2 is pulled out.
In this embodiment, step S5 includes: at least two reserved sleeves 1 are positioned on a floor slab template so as to install the whole sleeve mold 2 according to design drawings. Because a plurality of reserved sleeves 1 have been connected to be whole sleeve pipe mould 2, only need to reserve sleeve pipe 1 to arbitrary two and fix a position, can accomplish the location of a plurality of reserved sleeves 1, easy operation. Before step S5, a release agent is applied to the portion of the prepared sleeve 1 that can contact the concrete, so that the whole sleeve mold 2 can be smoothly pulled out at a later stage.
Optionally, in this embodiment, the floor slab formwork is an aluminum formwork, and two positioning holes are reserved on the aluminum formwork to position the two reserved sleeves 1. After the construction of the reserved pipeline opening of one floor layer is finished, the aluminum template and the whole sleeve pipe mold 2 are directly used for construction of the reserved pipeline opening of the other floor layer, so that the aluminum template and the whole sleeve pipe mold 2 can be repeatedly used, the site turnover can be rapidly finished, and the construction time is saved.
Of course, in other embodiments, the floor slab mold may also be a wooden template, and the installation and reinforcement of the integral sleeve mold 2 may be performed after the positions of any two reserved sleeves 1 are determined on the wooden template.
the foregoing embodiments are merely illustrative of the principles and features of this invention, which is not limited to the above-described embodiments, but rather is susceptible to various changes and modifications without departing from the spirit and scope of the invention, which changes and modifications are within the scope of the invention as claimed. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (10)
1. A construction method for reserving a pipeline opening is characterized by comprising the following steps:
s1, manufacturing reserved sleeves (1) of the pipeline openings of all parts according to design drawings;
S2, arranging the reserved sleeves (1) at all positions according to the design drawing;
S3, fixedly connecting the reserved sleeves (1) at each part into an integral sleeve mold (2) according to the arrangement positions;
s4, mounting a floor slab template;
s5, installing the integral sleeve mould (2) on the floor slab template according to the design drawing;
S6, pouring concrete;
And S7, when the solidification of the concrete reaches the design strength, pulling out the integral sleeve mould (2).
2. The construction method of the reserved pipe hole according to claim 1, wherein in the step S3, the reserved pipe (1) at each position is welded into the integral pipe mold (2) by connecting steel bars.
3. the construction method of the reserved pipe hole according to claim 2, wherein the reserved sleeve (1) is conical in shape, and the small end face of the reserved sleeve (1) is in contact with the floor slab formwork.
4. A method for constructing a reserved pipe opening according to claim 3, characterized in that the connecting steel bars are welded to the large end face of the reserved casing (1).
5. A method for constructing a reserved pipe hole according to claim 4, characterized in that in the step S7, the integral sleeve mold (2) is pulled out through the connecting steel bars.
6. The construction method for reserving a pipe hole according to claim 1, wherein the step S5 includes: and positioning at least two reserved sleeves (1) on the floor slab template.
7. The construction method of the reserved pipe hole as claimed in claim 1, wherein before the step S5, a release agent is brushed on the part of the reserved sleeve (1) which can contact with the concrete.
8. A method for constructing a reserved pipe hole according to any one of claims 1-7, characterized in that the radial dimension of the reserved sleeve (1) is larger than the diameter of the pipe to be installed.
9. The construction method for the reserved pipe opening according to claim 8, wherein after the pipe is installed in the reserved pipe opening, the root of the pipe is blocked by cement mortar.
10. a method for the construction of a reserved pipe hole according to any one of claims 1-7, characterized in that the dimensions of the reserved sleeve (1) along its own axis are greater than the thickness of the floor layer to be constructed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910876694.8A CN110565953A (en) | 2019-09-17 | 2019-09-17 | Construction method for reserving pipeline opening |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910876694.8A CN110565953A (en) | 2019-09-17 | 2019-09-17 | Construction method for reserving pipeline opening |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110565953A true CN110565953A (en) | 2019-12-13 |
Family
ID=68780665
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910876694.8A Pending CN110565953A (en) | 2019-09-17 | 2019-09-17 | Construction method for reserving pipeline opening |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110565953A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113006488A (en) * | 2021-03-23 | 2021-06-22 | 中建五局安装工程有限公司 | Construction method for quickly reserving casing pipe of lower air supply outlet of arc-shaped stand |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101736839A (en) * | 2009-12-14 | 2010-06-16 | 中建八局第四建设有限公司 | Construction method for prestressed concrete floor slab reserved with water-heating pipeline well opening |
| CN202125074U (en) * | 2011-06-24 | 2012-01-25 | 江苏双楼建设集团有限公司 | Double cone floorslab reserved-hole die |
| CN102587540A (en) * | 2012-03-06 | 2012-07-18 | 程松林 | External wall board for fabricated composite shear wall, and manufacturing and on-site installation method |
| CN202913697U (en) * | 2012-08-17 | 2013-05-01 | 中建七局第一建筑有限公司 | Core model of reserved hole |
| CN105696792A (en) * | 2016-01-22 | 2016-06-22 | 北京城建亚泰建设集团有限公司 | Drawer type electric embedded case box and construction method thereof |
| CN107190984A (en) * | 2017-06-29 | 2017-09-22 | 天津新滨工程技术检测有限公司 | A kind of concreting casing construction method |
| DE102017010982A1 (en) * | 2017-11-28 | 2019-05-29 | Hauff-Technik Gmbh & Co. Kg | Method for passing a line through a building wall |
-
2019
- 2019-09-17 CN CN201910876694.8A patent/CN110565953A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101736839A (en) * | 2009-12-14 | 2010-06-16 | 中建八局第四建设有限公司 | Construction method for prestressed concrete floor slab reserved with water-heating pipeline well opening |
| CN202125074U (en) * | 2011-06-24 | 2012-01-25 | 江苏双楼建设集团有限公司 | Double cone floorslab reserved-hole die |
| CN102587540A (en) * | 2012-03-06 | 2012-07-18 | 程松林 | External wall board for fabricated composite shear wall, and manufacturing and on-site installation method |
| CN202913697U (en) * | 2012-08-17 | 2013-05-01 | 中建七局第一建筑有限公司 | Core model of reserved hole |
| CN105696792A (en) * | 2016-01-22 | 2016-06-22 | 北京城建亚泰建设集团有限公司 | Drawer type electric embedded case box and construction method thereof |
| CN107190984A (en) * | 2017-06-29 | 2017-09-22 | 天津新滨工程技术检测有限公司 | A kind of concreting casing construction method |
| DE102017010982A1 (en) * | 2017-11-28 | 2019-05-29 | Hauff-Technik Gmbh & Co. Kg | Method for passing a line through a building wall |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113006488A (en) * | 2021-03-23 | 2021-06-22 | 中建五局安装工程有限公司 | Construction method for quickly reserving casing pipe of lower air supply outlet of arc-shaped stand |
| CN113006488B (en) * | 2021-03-23 | 2022-05-24 | 中建五局安装工程有限公司 | Construction method for quickly reserving casing pipe of lower air supply outlet of arc-shaped stand |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| WO2018219024A1 (en) | Steel-plate-encased precast concrete column foot joint and construction method therefor | |
| CN111946050A (en) | Aluminum alloy formwork construction method applied to assembly type engineering | |
| CN103410317A (en) | Construction method for site assembly and casting integral wall body by adopting wall body prefabricated part | |
| CN109138228B (en) | Building wall and construction method thereof | |
| CN105735532A (en) | Method for assembling prefabricated uperimposed slab shear wall structure | |
| CN204531338U (en) | The builder's jack assembly of ground construction can be shifted to an earlier date | |
| CN108755972B (en) | Foot pad for prefabricated part and using method thereof | |
| CN206233596U (en) | Building block exterior wall constructional column concrete casting device | |
| CN111734018A (en) | Formwork structure, disassembly-free mold and concrete wall construction method | |
| CN110565953A (en) | Construction method for reserving pipeline opening | |
| CN214833726U (en) | Prefabricated steel tube bundle shear wall | |
| CN211080782U (en) | Grouting sleeve | |
| CN210263131U (en) | Assembled is from stagnant water underground pipe gallery structure | |
| CN112411798A (en) | Synchronous construction method for prefabricated guide wall and main structure of toilet | |
| CN108979205B (en) | Staggered floor flow construction method for super high-rise residential structure | |
| CN206667756U (en) | Vertical crane span structure built-in fitting | |
| CN106930391B (en) | Cast-in-place drainage channel structure of top plate for formwork-free construction and construction method | |
| CN203411992U (en) | Reserved hole template of deep hole in mass concrete | |
| CN108442698B (en) | Deformation joint split bolt pvc sleeve plugging method and plugging fixing sleeve | |
| CN210597742U (en) | Shear wall | |
| CN103437349A (en) | Method for constructing reinforced-concrete-poured irregular-shaped pile | |
| CN210713241U (en) | Reinforcing device of large-size arc-shaped embedded part for fixing outer wall of silo | |
| CN112049990A (en) | Anti-seepage device for reserved hole of through-floor or through-wall pipeline and construction method | |
| CN217734777U (en) | Construction structure of building outer wall | |
| CN110552422A (en) | Assembly type underground structure accessory |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20191213 |
|
| RJ01 | Rejection of invention patent application after publication |