CN105525751B - A kind of connection sleeve pipe component and the method using component construction blow-off line - Google Patents
A kind of connection sleeve pipe component and the method using component construction blow-off line Download PDFInfo
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- CN105525751B CN105525751B CN201510112191.5A CN201510112191A CN105525751B CN 105525751 B CN105525751 B CN 105525751B CN 201510112191 A CN201510112191 A CN 201510112191A CN 105525751 B CN105525751 B CN 105525751B
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- sleeve pipe
- connection sleeve
- wall bushing
- wall
- shell fragment
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Abstract
A kind of method the invention discloses connection sleeve pipe component and using component construction blow-off line, including wall bushing（1）, wall bushing（1）It is interior to be provided with connection sleeve pipe（2）, connection sleeve pipe（2）Outer tube wall is through ripple shell fragment（3）With wall bushing（1）Inner tubal wall connects.The present invention has made the rigid pre-buried connection sleeve pipe of prior art into elastic pre-buried connection sleeve pipe, it is less demanding to the vertical precision of blowdown standpipe during installation, it can effectively avoid the rigid pre-buried connection sleeve pipe of prior art from requiring that the drawbacks of too high does over again caused by the perpendicularity deviation of fixed sleeving to perpendicularity in work progress.When Concrete Filled is constructed mould is hung without being set between wall bushing and blowdown standpipe, it also omit the process such as water-proofing treatment and layering gradation casting concrete, only require that once-pouring of concrete is closely knit when carrying out Concrete Filled construction, Concrete Filled can construct simultaneously with finishing ground surface works.
Description
Technical field
A kind of method the present invention relates to connection sleeve pipe component and using component construction blow-off line, belongs to building blowdown
Pipe construction technical field.
Background technology
During existing blow-off line construction, it is first one section of fixed sleeving pre-buried when each floor is constructed, then standpipe is installed again,
Standpipe is passed through from fixed sleeving or connected at fixed sleeving, if when fixed sleeving is pre-buried, if consolidating between each floor
Determine sleeve pipe perpendicularity and deviation occur, will result in blowdown standpipe can not pass through from fixed sleeving or can not be connected at sleeve pipe.
Because existing fixed sleeving belongs to rigid built-in fitting, fixed sleeving can not be made to move up and down, therefore once occurred above-mentioned
The problem of perpendicularity deviation, pre-buried fixed sleeving of just only doing over again again.Otherwise blowdown standpipe can not be installed or influence blow-off pipe
The construction quality in road.It is likely to result in connection and unreliable the qualitative problems of construction of leak occurs.
The content of the invention
A kind of method it is an object of the present invention to provide connection sleeve pipe component and using component construction blow-off line,
To solve to require too high technical problem to perpendicularity when fixed sleeving is pre-buried, avoid caused by the pre-buried deviation of fixed sleeving
Do over again, so as to overcome the deficiencies in the prior art.
The technical proposal of the invention is realized in this way：
A kind of connection sleeve pipe component of the present invention is that the connection sleeve pipe component includes wall bushing, is provided with wall bushing
Connection sleeve pipe, connection sleeve pipe outer tube wall are connected through ripple shell fragment with wall bushing inner tubal wall.
In foregoing connection sleeve pipe component, the ripple shell fragment is annular, annular cylindrical and wall bushing inner tubal wall bottom
The middle part of connection, annular inner circle and connection sleeve pipe connects.
In foregoing connection sleeve pipe component, the outer tube wall of the wall bushing is provided with seal plate；Wall bushing bottom is provided with
Flange, flange are provided with fixing hole.
A kind of method using above-mentioned connection sleeve pipe component construction blow-off line of the present invention is that this method is according to the following steps
Construction：
Step 1: the wall bushing of connection sleeve pipe component is bolted on each floor template；And make set through walls
Ripple shell fragment between pipe and connection sleeve pipe is in extended state；
Step 2: the casting concrete on floor template, floor template is removed after casting concrete consolidation；Make ripple bullet
Piece is recovered to original state by extended state；
Step 3: the blowdown standpipe of each floor is installed；Soil stack is docked by connection sleeve pipe；
Step 4: the fill concrete between wall bushing and connection sleeve pipe.
In preceding method, when each floor wall bushing is fixed in the step 1, it should be ensured that each layer wall bushing is located substantially
In on same vertical line；And connection sleeve pipe bottom to pop-up by floor template make ripple between wall bushing and connection sleeve pipe
Shell fragment is in extended state.
In preceding method, wall bushing is fixed by concrete after removing floor template in the step 2, ripple shell fragment
Automatically recovered by extended state to original state；The connection sleeve pipe can move up and down and tilt within the specific limits.
In preceding method, the length of the blowdown standpipe in the step 3 is processed according to floor floor height, passes through connection sleeve pipe
Connection.
In preceding method, in the step 4 between wall bushing and connection sleeve pipe fill concrete in the construction and decoration stage
One-time-concreting is completed simultaneously with terrace.
By adopting the above-described technical solution, the present invention is compared with prior art, the present invention is mainly in structure construction mistake
Connection sleeve pipe component is fixed in template in journey, is seamlessly connected after concreting with concrete structure.Can during installation
Blowdown standpipe is processed according to floor floor height, has reached tool, modular construction standard.The connection sleeve pipe component of the present invention is bullet
The pre-buried connection sleeve pipe of property, connection sleeve pipe can move up and down, less demanding to the vertical precision of blowdown standpipe during installation, can have
Effect avoids the rigid pre-buried connection sleeve pipe of prior art from requiring the drawbacks of too high because of fixed sleeving perpendicularity in work progress
Perpendicularity deviation cause to do over again.In installing engineering work progress, hole to be provided closure need to put into substantial amounts of artificial prior art
And the expense such as material, patent of the present invention effectively solve this problem, when Concrete Filled is constructed without wall bushing with
Set between blowdown standpipe and hang mould, also omit the process such as water-proofing treatment and layering gradation casting concrete, carrying out concrete
Only require that once-pouring of concrete is closely knit during filling construction, Concrete Filled can construct simultaneously with finishing ground surface works.
The present invention while less demanding to hole perpendicularity, also acts waterproof layer, concrete formation as a result of ripple shell fragment
The effect of template, effectively avoid the generation of ordinary casing place's Prevention through walls.The present invention effectively saves the duration, general
Logical sewage conduct installation is successively to install, and because the present invention uses the pre-buried connection sleeve pipe of elasticity, pipe joint variable is considering
Within the scope of, thus can according to construction period, blowdown standpipe can all floors install simultaneously.
Brief description of the drawings
Fig. 1 is the structural representation of the present invention；
Fig. 2 is the schematic diagram of construction procedure one of the present invention；
Fig. 3 is the schematic diagram of construction procedure two of the present invention；
Fig. 4 is the schematic diagram of construction procedure three of the present invention；
Fig. 5 is the schematic diagram of construction procedure four of the present invention.
Mark in accompanying drawing for：1- wall bushings, 2- connection sleeve pipes, 3- ripple shell fragments, 4- seal plates, 5- flange, 6- are solid
Determine hole, 7- bolts, 8- floor templates, 9- casting concretes, 10- blowdown standpipes, 11- fill concretes.
Embodiment
The present invention is described in further detail with reference to the accompanying drawings and examples, but not as to any of the present invention
Limitation.
A kind of connection sleeve pipe component of the present invention, as shown in figure 1, the connection sleeve pipe component includes wall bushing 1, set through walls
Connection sleeve pipe 2 is provided with pipe 1, the outer tube wall of connection sleeve pipe 2 is connected through ripple shell fragment 3 with the inner tubal wall of wall bushing 1.Ripple shell fragment 3
For annular, the annular inner tubal wall bottom of cylindrical and wall bushing 1 is connected, and annular inner circle is connected with the middle part of connection sleeve pipe 2.Wear
The outer tube wall of wall sleeve 1 is provided with seal plate 4；The bottom of wall bushing 1 is provided with flange 5, and flange 5 is provided with fixing hole 6.
A kind of method using above-mentioned connection sleeve pipe component construction blow-off line of the present invention is to construct according to the following steps：
Step 1 by bolt 7 by the wall bushing 1 of connection sleeve pipe component as shown in Fig. 2 be fixed on each floor template 8
On；And the ripple shell fragment 3 between wall bushing 1 and connection sleeve pipe 2 is set to be in extended state；Step 2 is as shown in figure 3, in floor
Casting concrete 9 in template 8, floor template 8 is removed after the consolidation of casting concrete 9；Ripple shell fragment 3 is set to be recovered by extended state
To original state；Step 3 is as shown in figure 4, install the blowdown standpipe 10 of each floor；Soil stack 10 is right by connection sleeve pipe 2
Connect；Step 4 as shown in figure 5, between wall bushing 1 and connection sleeve pipe 2 fill concrete 11.
When each floor wall bushing 1 is fixed in aforementioned method steps one, it should be ensured that each layer wall bushing 1 is substantially at same
On vertical line；And the bottom of connection sleeve pipe 2 to pop-up by floor template 8 make ripple bullet between wall bushing 1 and connection sleeve pipe 2
Piece 3 is in extended state.Wall bushing 1 is fixed by concrete 9 after removing floor template 8 in step 2, and ripple shell fragment 3 is automatic
Recovered by extended state to original state；The connection sleeve pipe 2 can move up and down and tilt within the specific limits.Step 3
The length of middle blowdown standpipe 10 is processed according to floor floor height, is connected by connection sleeve pipe 2.Wall bushing 1 is with being connected in step 4
Fill concrete 11 is in construction and decoration stage and terrace one-time-concreting completion simultaneously between sleeve pipe 2.
Embodiment
During Specific construction, connection sleeve pipe component is first processed as shown in Figure 1.Ripple shell fragment 3 in Fig. 1 is the shape of original state
Shape.Connection sleeve pipe component includes wall bushing 1, is provided with connection sleeve pipe 2 in wall bushing 1, the outer tube wall of connection sleeve pipe 2 is through ripple bullet
Piece 3 is connected with the inner tubal wall of wall bushing 1.Ripple shell fragment 3 is annular, and the annular inner tubal wall bottom of cylindrical and wall bushing 1 is connected,
The inner circle of annular is connected with the middle part of connection sleeve pipe 2.The outer tube wall of wall bushing 1 is provided with seal plate 4；The bottom of wall bushing 1
Provided with flange 5, flange 5 is provided with fixing hole 6.
Connection sleeve pipe component process after carry out floor plates pour when, first connection sleeve pipe component can be embedded in respectively
In floor plate, although the elastic connection way formed between the connection sleeve pipe 2 of the present invention and wall bushing 1 using ripple shell fragment 3,
To the requirement of the perpendicularity of connection sleeve pipe component when can reduce pre-buried, but can not gap it is too big, so in pre-buried connection sleeve pipe
Still it should ensure that each floor connection sleeve pipe component generally within the certain limit of same vertical line during component.Pre-buried step is as follows：
Step 1 is as shown in Fig. 2 connection sleeve pipe component is bolted on floor template 8.Due on connection sleeve pipe component
Ripple shell fragment 3 is flexible, so when fixing, the support of floor template 8 bottom of connection sleeve pipe 2 on connection sleeve pipe component, compels
Support in connection sleeve pipe 2 is set ripple shell fragment 3 is in extended state.Step 2 is as shown in figure 3, casting concrete by each floor
9 fix wall bushing 1, floor template 8 and support system are removed after the consolidation of casting concrete 9, because ripple shell fragment 3 loses
The uplift force of floor template 8, ripple shell fragment 3 recover reset condition.Step 3 is as shown in figure 4, installation blowdown standpipe 10.Blowdown is stood
The length of pipe 10 is processed according to floor floor height, is connected by the connection sleeve pipe 2 in each connection sleeve pipe component.Due to connection sleeve pipe 2
It is by the elastic connection of ripple shell fragment 3 between wall bushing 1, therefore connection sleeve pipe 2 can be according to the angle of blowdown standpipe 10
Upper and lower, the comprehensive elasticity adjustment in left and right is carried out with perpendicularity.Greatly facilitate the docking of blowdown standpipe 10, and can multilayer simultaneously
Soil stack is installed, alleviates duration pressure.Step 4 between connection sleeve pipe 2 and wall bushing 1 as shown in figure 5, fill mixed
Solidifying soil 11.Due to the presence of ripple shell fragment 3, therefore poured by several times in fill concrete 11 without setting to hang mould and be layered, can
Save a large amount of artificial and Master Costs.Fill concrete 11 can vibrate close with the one-time-concreting completion simultaneously of construction and decoration stage terrace
Reality, shorten the construction period.
Claims (6)
1. a kind of connection sleeve pipe component, including wall bushing（1）, it is characterised in that：Wall bushing（1）It is interior to be provided with connection sleeve pipe
（2）, connection sleeve pipe（2）Outer tube wall is through ripple shell fragment（3）With wall bushing（1）Inner tubal wall connects；Ripple shell fragment（3）For with first
Beginning and the annular shell fragment of stretching two states, ripple shell fragment（3）Cylindrical and wall bushing（1）Inner tubal wall bottom connects, annular
Inner circle and connection sleeve pipe（2）Middle part connection；Wall bushing（1）Outer tube wall be provided with seal plate（4）；Wall bushing（1）
Bottom is provided with flange（5）, flange（5）It is provided with fixing hole（6）.
A kind of 2. method for blow-off line of being constructed using connection sleeve pipe component described in claim 1, it is characterised in that：This method is pressed
Following steps are constructed：
Step 1: the wall bushing of connection sleeve pipe component is bolted on each floor template；And make wall bushing with
Ripple shell fragment between connection sleeve pipe is in extended state；
Step 2: the casting concrete on floor template, floor template is removed after casting concrete consolidation；Make ripple shell fragment by
Extended state recovers to original state；
Step 3: the blowdown standpipe of each floor is installed；Soil stack is docked by connection sleeve pipe；
Step 4: the fill concrete between wall bushing and connection sleeve pipe.
3. the method for connection sleeve pipe component construction blow-off line according to claim 2, it is characterised in that：In the step 1
During fixed each floor wall bushing, it should be ensured that each layer wall bushing is on same vertical line；And by floor template to pop-up
Connection sleeve pipe bottom makes the ripple shell fragment between wall bushing and connection sleeve pipe be in extended state.
4. the method for connection sleeve pipe component construction blow-off line according to claim 3, it is characterised in that：In the step 2
Wall bushing is fixed by concrete after removing floor template, and ripple shell fragment is recovered to original state by extended state automatically；Institute
Stating connection sleeve pipe can move up and down and tilt within the specific limits.
5. the method for connection sleeve pipe component construction blow-off line according to claim 4, it is characterised in that：In the step 3
Blowdown standpipe length according to floor floor height process, connected by connection sleeve pipe.
6. the method for connection sleeve pipe component construction blow-off line according to claim 5, it is characterised in that：In the step 4
Fill concrete is in construction and decoration stage and terrace one-time-concreting completion simultaneously between wall bushing and connection sleeve pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510112191.5A CN105525751B (en) | 2015-03-16 | 2015-03-16 | A kind of connection sleeve pipe component and the method using component construction blow-off line |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510112191.5A CN105525751B (en) | 2015-03-16 | 2015-03-16 | A kind of connection sleeve pipe component and the method using component construction blow-off line |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105525751A CN105525751A (en) | 2016-04-27 |
| CN105525751B true CN105525751B (en) | 2018-03-27 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510112191.5A Active CN105525751B (en) | 2015-03-16 | 2015-03-16 | A kind of connection sleeve pipe component and the method using component construction blow-off line |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108547446A (en) * | 2018-06-22 | 2018-09-18 | 中冶京诚工程技术有限公司 | Prefabricated formwork device for concrete slab reserved hole and construction method of prefabricated formwork device |
| CN111719852B (en) * | 2020-06-15 | 2022-02-01 | 江苏中饰美庭新型建材科技有限公司 | Connecting and assembling method for roof pre-buried oblique cone sleeve |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3921953A (en) * | 1973-02-19 | 1975-11-25 | Ind Dev Bank | Combustible core with interior pipe holding means |
| US4018416A (en) * | 1974-02-07 | 1977-04-19 | Erhard Armin Diener | Resilient, destructable core means |
| CN201250957Y (en) * | 2008-09-01 | 2009-06-03 | 牟义慧 | Seal elastic compensation-type pipe wall bushing |
| CN201636447U (en) * | 2010-03-20 | 2010-11-17 | 邵建忠 | Shiftable pre-buried waterproof sleeve pipe |
| CN202868094U (en) * | 2012-09-17 | 2013-04-10 | 武汉华康世纪洁净室技术工程有限公司 | Sealing device between wall panel and wall bushing for clean room |
| CN203348820U (en) * | 2013-07-09 | 2013-12-18 | 江苏建筑职业技术学院 | Sound-insulating vibration-reducing structure for indoor drain pipe |
| CN204510819U (en) * | 2015-03-16 | 2015-07-29 | 中建四局第一建筑工程有限公司 | A kind of splicing sleeve assembly |
-
2015
- 2015-03-16 CN CN201510112191.5A patent/CN105525751B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3921953A (en) * | 1973-02-19 | 1975-11-25 | Ind Dev Bank | Combustible core with interior pipe holding means |
| US4018416A (en) * | 1974-02-07 | 1977-04-19 | Erhard Armin Diener | Resilient, destructable core means |
| CN201250957Y (en) * | 2008-09-01 | 2009-06-03 | 牟义慧 | Seal elastic compensation-type pipe wall bushing |
| CN201636447U (en) * | 2010-03-20 | 2010-11-17 | 邵建忠 | Shiftable pre-buried waterproof sleeve pipe |
| CN202868094U (en) * | 2012-09-17 | 2013-04-10 | 武汉华康世纪洁净室技术工程有限公司 | Sealing device between wall panel and wall bushing for clean room |
| CN203348820U (en) * | 2013-07-09 | 2013-12-18 | 江苏建筑职业技术学院 | Sound-insulating vibration-reducing structure for indoor drain pipe |
| CN204510819U (en) * | 2015-03-16 | 2015-07-29 | 中建四局第一建筑工程有限公司 | A kind of splicing sleeve assembly |
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| Publication number | Publication date |
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| CN105525751A (en) | 2016-04-27 |
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