CN204001724U - Mould constructing structure is hung in a kind of drainage pipe preformed hole sizing - Google Patents
Mould constructing structure is hung in a kind of drainage pipe preformed hole sizing Download PDFInfo
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- CN204001724U CN204001724U CN201420424970.XU CN201420424970U CN204001724U CN 204001724 U CN204001724 U CN 204001724U CN 201420424970 U CN201420424970 U CN 201420424970U CN 204001724 U CN204001724 U CN 204001724U
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- drainage pipe
- shutoff
- preformed hole
- plugging plate
- plate
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Abstract
The utility model discloses the sizing of a kind of drainage pipe preformed hole and hang mould constructing structure, comprise being laid in needing the sizing of shutoff preformed hole below to hang mould and by building in drainage pipe and needing the concrete plugging structure of the concreting moulding in gap between shutoff preformed hole; Sizing hang mould comprise shutoff base plate, evenly the release agent coating of brushing on shutoff plate upper surface, be fixed on the pipe collar on drainage pipe and be mounted on the adhesive waterproof tape on pipe collar inside wall, shutoff base plate is combined into by left side plugging plate and right side plugging plate, is tongue and groove connection between left side plugging plate and right side plugging plate; Pipe collar comprises the left side hoop body that is arranged on plugging plate below, left side and the right side hoop body that is arranged on plugging plate below, right side, and left side hoop body and right side hoop body composition are set in the cylindrical sleeve on drainage pipe.The utility model is simple in structure, reasonable in design, it is simple and easy to operate and it is convenient to realize, construction quality is good, can complete easy, fast drainage pipe preformed hole shutoff process and plugging effect good.
Description
Technical field
The utility model belongs to reserved holes of pipes technical field of construction, is specifically related to a kind of drainage pipe preformed hole sizing and hangs mould constructing structure.
Background technology
Concrete slab construction process need be stayed and establish the preformed hole that drainage pipeline is installed, and after drainage pipe installation, need carry out shutoff to the gap between drainage pipe and preformed hole hole wall.Traditional preformed hole shutoff mould is that bamboo offset plate hangs mould, and template processing cost is higher and can not realize batch production batch production, has the defects such as formwork is more complicated, operation is inconvenient, construction quality is difficult for ensureing, preformed hole shutoff is second-rate when practice of construction.Especially in the time needing the more and distribution comparatively dense of shutoff preformed hole quantity, the defect that above-mentioned traditional bamboo offset plate hangs mould is more obvious.In addition, nowadays on concrete slab, the plugging construction neither one of drainage pipe preformed hole construction method unified, specification can be followed, thereby inevitably has the problems such as constructing operation is more random, lack of standardization, construction quality is poor when practice of construction.Therefore, lack at present a kind of simple in structure, reasonable in design, operate simple and easy and realize drainage pipe preformed hole sizing convenient, that construction quality is good and hang mould constructing structure, can complete easy, fast drainage pipe preformed hole shutoff process and plugging effect good.
Utility model content
Technical problem to be solved in the utility model is for above-mentioned deficiency of the prior art, provide a kind of drainage pipe preformed hole sizing to hang mould constructing structure, it is simple in structure, reasonable in design, it is simple and easy to operate and it is convenient to realize, construction quality is good, can complete easy, fast drainage pipe preformed hole shutoff process and plugging effect good.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: mould constructing structure is hung in a kind of drainage pipe preformed hole sizing, it is characterized in that: comprise being laid in needing the sizing of shutoff preformed hole below to hang mould and by building in drainage pipe and the described concrete plugging structure that needs the concreting moulding in gap between shutoff preformed hole, the described shutoff preformed hole that needs is circular opening reserved on concrete slab, described drainage pipe is to be arranged on the circular pipe needing in shutoff preformed hole, described drainage pipe with need shutoff preformed hole to be coaxial laying and the gap width between the two is D1, described sizing hang mould comprise to need shutoff preformed hole bottom carry out the shutoff base plate of shutoff, evenly the release agent coating of brushing on described shutoff plate upper surface, be fixed on the pipe collar on drainage pipe and be mounted on the adhesive waterproof tape on described pipe collar inside wall, described pipe collar is arranged on described shutoff base plate below, and described shutoff base plate is flattened on the soffit of concrete slab, the described shutoff base plate flat board that left side plugging plate and right side plugging plate are spliced of serving as reasons, the manhole that drainage pipeline passes is left at described shutoff base plate middle part, is tongue and groove connection between described left side plugging plate and right side plugging plate, described pipe collar comprises the left side hoop body that is arranged on plugging plate below, left side and the right side hoop body that is arranged on plugging plate below, right side, between described left side hoop body and right side hoop body, connect as one by securing member, described left side hoop body and right side hoop body are semicircular plate and the two and are assemblied to form an adapter sleeve and are loaded on the cylindrical sleeve on drainage pipe, the internal diameter of described cylindrical sleeve is identical with the aperture of described manhole, and the internal diameter of described cylindrical sleeve is Φ 50mm～Φ 160mm, and the internal diameter of described cylindrical sleeve is identical with the external diameter of drainage pipe and drainage pipe.
Mould constructing structure is hung in above-mentioned a kind of drainage pipe preformed hole sizing, it is characterized in that: described left side plugging plate, right side plugging plate, left side hoop body and right side hoop body are PVC plate, described left side plugging plate and left side hoop body processing and fabricating are integrated, and described right side plugging plate and right side hoop body processing and fabricating are integrated.
Mould constructing structure is hung in above-mentioned a kind of drainage pipe preformed hole sizing, it is characterized in that: D1=30mm.
Mould constructing structure is hung in above-mentioned a kind of drainage pipe preformed hole sizing, it is characterized in that: described concrete plugging structure comprises lower plugged zone and builds in the upper plugged zone of described lower plugged zone top, the soffit of described lower plugged zone is mutually concordant with the soffit of concrete slab, and the upper surface of described upper plugged zone is mutually concordant with the upper surface of concrete slab.
Mould constructing structure is hung in above-mentioned a kind of drainage pipe preformed hole sizing, it is characterized in that: described adhesive waterproof tape is two-sided tape.
Mould constructing structure is hung in above-mentioned a kind of drainage pipe preformed hole sizing, it is characterized in that: described right side plugging plate is that semicircular plate and its external diameter are Φ 160mm～Φ 350mm, the width of described right side plugging plate is 55mm～95mm, described left side plugging plate is that arc and its width are increased to both sides gradually by middle part, the middle part width of left side plugging plate is D2, wherein D2=D1+ Δ D, Δ D=5mm～10mm.
Mould constructing structure is hung in above-mentioned a kind of drainage pipe preformed hole sizing, it is characterized in that: described left side plugging plate is semicircular plate with right side plugging plate and the external diameter of the two is identical, the external diameter of described left side plugging plate is Φ 160mm～Φ 350mm, and the width of described left side plugging plate is 55mm～95mm.
The utility model compared with prior art has the following advantages:
1, simple in structure and reasonable in design, drop into construction cost lower
2, construction simple, operate simple and easy and realize conveniently, saving of work and time, can effectively reduce the consumption of people, material and thing.
3, the sizing hanging mould structure that adopts simple, reasonable in design and use easy and simple to handle, result of use good, can carry out batch production making, easy for installation, not yielding, and have easy construction, quick, all transfer efficients high, the feature such as can be repeatedly used.When practice of construction, utilize drainage pipe to hang the fixed point of mould as sizing, sizing is hung to mould adapter sleeve to be contained on drainage pipe, and make shutoff base plate be close to concrete slab bottom surface, then concreting, and after concrete setting, remove sizing and hang mould, complete the shutoff process in gap between drainage pipe and preformed hole.
4, shutoff base plate is spliced by left side plugging plate and right side plugging plate, and between left side plugging plate and right side plugging plate for tongue and groove is connected, not only processing and fabricating is easy, thereby connect closely, can effectively prevent the downward seepage of shutoff concrete in shutoff process, can effectively reduce waste of material, and the larger pollution sources of nothing in work progress, saving of work and time.
5, realization is conveniently and construction quality is good, efficiency of construction is high, can complete easy, fast drainage pipe preformed hole shutoff process and plugging effect good, can economize on resources simultaneously, and without waste material, and without not using plant equipment, thereby there is the advantage such as noise reduction, environmental protection.
In sum, the utility model is simple in structure, reasonable in design, it is simple and easy to operate and it is convenient to realize, construction quality is good, can complete easy, fast drainage pipe preformed hole shutoff process and plugging effect good.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Brief description of the drawings
Fig. 1 is the Construction State reference diagram of the utility model embodiment 1.
Fig. 2 is the partial enlarged drawing at A place in Fig. 1.
Fig. 3 is the structural representation that mould is hung in the utility model sizing.
Description of reference numerals:
1-adhesive waterproof tape; 2-drainage pipe; 3-concrete slab;
4-1-left side plugging plate; 4-2-right side plugging plate; 4-3-left side hoop body;
4-4-right side hoop body; 5-connecting bolt.
Detailed description of the invention
Embodiment 1
As shown in Figure 1 and Figure 2, the utility model comprises being laid in needs the sizing of shutoff preformed hole below to hang mould and by building in drainage pipe 2 and the described concrete plugging structure that needs the concreting moulding in gap between shutoff preformed hole, the described shutoff preformed hole that needs is circular opening reserved on concrete slab 3, described drainage pipe 2 is for being arranged on the circular pipe needing in shutoff preformed hole, described drainage pipe 2 with need shutoff preformed hole to be coaxial laying and the gap width between the two is D1.Described sizing hang mould comprise to need shutoff preformed hole bottom carry out the shutoff base plate of shutoff, evenly the release agent coating of brushing on described shutoff plate upper surface, be fixed on the pipe collar on drainage pipe 2 and be mounted on the adhesive waterproof tape 1 on described pipe collar inside wall, described pipe collar is arranged on described shutoff base plate below, and described shutoff base plate is flattened on the soffit of concrete slab 3.The described shutoff base plate flat board that left side plugging plate 4-1 and right side plugging plate 4-2 are spliced of serving as reasons, the manhole that drainage pipeline 2 passes is left at described shutoff base plate middle part, is tongue and groove connection between described left side plugging plate 4-1 and right side plugging plate 4-2; Described pipe collar comprises the left side hoop body 4-3 that is arranged on plugging plate 4-1 below, left side and the right side hoop body 4-4 that is arranged on right side plugging plate 4-2 below, between described left side hoop body 4-3 and right side hoop body 4-4, connect as one by securing member, described left side hoop body 4-3 and right side hoop body 4-4 are semicircular plate and the two and are assemblied to form an adapter sleeve and are loaded on the cylindrical sleeve on drainage pipe 2.The internal diameter of described cylindrical sleeve is identical with the aperture of described manhole, and the internal diameter of described cylindrical sleeve is Φ 50mm～Φ 160mm, and the internal diameter of described cylindrical sleeve is identical with the external diameter of drainage pipe 2 with drainage pipe 2.
In the present embodiment, described left side plugging plate 4-1, right side plugging plate 4-2, left side hoop body 4-3 and right side hoop body 4-4 are PVC plate, described left side plugging plate 4-1 and left side hoop body 4-3 processing and fabricating are integrated, and described right side plugging plate 4-2 and right side hoop body 4-4 processing and fabricating are integrated.
In the present embodiment, D1=30mm, Δ D=5mm.When practice of construction, can according to specific needs, the value size of D1 and Δ D be adjusted accordingly.
When described concrete slab 3 is constructed, according to fix a drainpipe 2 caliber of need, the aperture that needs shutoff preformed hole in concrete slab 3 is determined wherein said drainage pipe 2 and to need the gap width between shutoff preformed hole be D1.Treat drainage pipe 2 installations, to drainage pipe 2 and while needing gap between shutoff preformed hole to carry out shutoff, first according to the caliber of drainage pipe 2, to sizing hang shutoff base plate middle part in mould the aperture of the manhole that stays and the internal diameter of described cylindrical sleeve determine.
In the present embodiment, described concrete plugging structure comprises lower plugged zone and builds in the upper plugged zone of described lower plugged zone top, the soffit of described lower plugged zone is mutually concordant with the soffit of concrete slab 3, and the upper surface of described upper plugged zone is mutually concordant with the upper surface of concrete slab 3.
In the present embodiment, described adhesive waterproof tape 1 is two-sided tape.
In the present embodiment, described right side plugging plate 4-2 is that semicircular plate and its external diameter are Φ 160mm～Φ 350mm, the width of described right side plugging plate 4-2 is 55mm～95mm, described left side plugging plate 4-1 is that arc and its width are increased to both sides gradually by middle part, the middle part width of left side plugging plate 4-1 is D2, wherein D2=D1+ Δ D, Δ D=5mm～10mm.
In the present embodiment, described securing member is connecting bolt 5.When actual use, also can adopt the securing member of other type.
In conjunction with Fig. 2, on the right side wall of the left side wall of described right side plugging plate 4-2 and described left side plugging plate 4-1, closely connect as one, and between left side plugging plate 4-1 and right side plugging plate 4-2, for tongue and groove is connected, thereby connect closely, and can effectively prevent the downward seepage of shutoff concrete in shutoff process.
Embodiment 2
As shown in Figure 3, in the present embodiment, as different from Example 1: described left side plugging plate 4-1 is semicircular plate with right side plugging plate 4-2 and the external diameter of the two is identical, the external diameter of described left side plugging plate 4-1 is Φ 160mm～Φ 350mm, and the width of described left side plugging plate 4-1 is 55mm～95mm.In Fig. 3, adhesive waterproof tape 1 does not draw.
In the present embodiment, the structure of remainder and annexation are all identical with embodiment 1.
The above; it is only preferred embodiment of the present utility model; not the utility model is imposed any restrictions; every any simple modification of above embodiment being done according to the utility model technical spirit, change and equivalent structure change, and all still belong in the protection domain of technical solutions of the utility model.
Claims (7)
1. mould constructing structure is hung in a drainage pipe preformed hole sizing, it is characterized in that: comprise being laid in needing the sizing of shutoff preformed hole below to hang mould and by building in drainage pipe (2) and the described concrete plugging structure that needs the concreting moulding in gap between shutoff preformed hole, the described shutoff preformed hole that needs is the upper reserved circular opening of concrete slab (3), described drainage pipe (2) is for being arranged on the circular pipe needing in shutoff preformed hole, described drainage pipe (2) with need shutoff preformed hole to be coaxial laying and the gap width between the two is D1; Described sizing hang mould comprise to need shutoff preformed hole bottom carry out the shutoff base plate of shutoff, evenly the release agent coating of brushing on described shutoff plate upper surface, be fixed on the pipe collar on drainage pipe (2) and be mounted on the adhesive waterproof tape (1) on described pipe collar inside wall, described pipe collar is arranged on described shutoff base plate below, and described shutoff base plate is flattened on the soffit of concrete slab (3); Described shutoff base plate serve as reasons left side plugging plate (4-1) and the flat board that is spliced of right side plugging plate (4-2), the manhole that drainage pipeline (2) passes is left at described shutoff base plate middle part, is tongue and groove connection between described left side plugging plate (4-1) and right side plugging plate (4-2); Described pipe collar comprises the left side hoop body (4-3) that is arranged on left side plugging plate (4-1) below and the right side hoop body (4-4) that is arranged on right side plugging plate (4-2) below, between described left side hoop body (4-3) and right side hoop body (4-4), connect as one by securing member, described left side hoop body (4-3) and right side hoop body (4-4) are semicircular plate and the two and are assemblied to form an adapter sleeve and are loaded on the cylindrical sleeve on drainage pipe (2); The internal diameter of described cylindrical sleeve is identical with the aperture of described manhole, the internal diameter of described cylindrical sleeve is Φ 50mm～Φ 160mm, and the internal diameter of described cylindrical sleeve is identical with the external diameter of drainage pipe (2) with drainage pipe (2).
2. hang mould constructing structure according to a kind of drainage pipe preformed hole sizing claimed in claim 1, it is characterized in that: described left side plugging plate (4-1), right side plugging plate (4-2), left side hoop body (4-3) and right side hoop body (4-4) are PVC plate, described left side plugging plate (4-1) and left side hoop body (4-3) processing and fabricating are integrated, and described right side plugging plate (4-2) and right side hoop body (4-4) processing and fabricating are integrated.
3. hang mould constructing structure according to a kind of drainage pipe preformed hole sizing described in claim 1 or 2, it is characterized in that: D1=30mm.
4. hang mould constructing structure according to a kind of drainage pipe preformed hole sizing described in claim 1 or 2, it is characterized in that: described concrete plugging structure comprises lower plugged zone and builds in the upper plugged zone of described lower plugged zone top, the soffit of described lower plugged zone is mutually concordant with the soffit of concrete slab (3), and the upper surface of described upper plugged zone is mutually concordant with the upper surface of concrete slab (3).
5. hang mould constructing structure according to a kind of drainage pipe preformed hole sizing described in claim 1 or 2, it is characterized in that: described adhesive waterproof tape (1) is two-sided tape.
6. hang mould constructing structure according to a kind of drainage pipe preformed hole sizing described in claim 1 or 2, it is characterized in that: described right side plugging plate (4-2) is that semicircular plate and its external diameter are Φ 160mm～Φ 350mm, the width of described right side plugging plate (4-2) is 55mm～95mm, described left side plugging plate (4-1) is increased to both sides by middle part gradually for arc and its width, the middle part width of left side plugging plate (4-1) is D2, wherein D2=D1+ Δ D, Δ D=5mm～10mm.
7. hang mould constructing structure according to a kind of drainage pipe preformed hole sizing described in claim 1 or 2, it is characterized in that: described left side plugging plate (4-1) is semicircular plate with right side plugging plate (4-2) and the external diameter of the two is identical, the external diameter of described left side plugging plate (4-1) is Φ 160mm～Φ 350mm, and the width of described left side plugging plate (4-1) is 55mm～95mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420424970.XU CN204001724U (en) | 2014-07-30 | 2014-07-30 | Mould constructing structure is hung in a kind of drainage pipe preformed hole sizing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420424970.XU CN204001724U (en) | 2014-07-30 | 2014-07-30 | Mould constructing structure is hung in a kind of drainage pipe preformed hole sizing |
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|---|---|
| CN204001724U true CN204001724U (en) | 2014-12-10 |
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|---|---|---|---|
| CN201420424970.XU Expired - Fee Related CN204001724U (en) | 2014-07-30 | 2014-07-30 | Mould constructing structure is hung in a kind of drainage pipe preformed hole sizing |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105064682A (en) * | 2015-08-27 | 2015-11-18 | 苏州金螳螂建筑装饰股份有限公司 | Pipe hole formwork-suspending device |
| CN109707159A (en) * | 2019-01-25 | 2019-05-03 | 中建四局安装工程有限公司 | A kind of pipeline that adjustable recycles hangs mould |
| CN109989470A (en) * | 2019-04-25 | 2019-07-09 | 中国十七冶集团有限公司 | The encapsulating method that precast concrete well is connect with steel band bellows |
| CN110306790A (en) * | 2019-06-27 | 2019-10-08 | 中国二十二冶集团有限公司 | After pour reserved opening closure and hang die worker's tool and its hang mould method |
| CN113802836A (en) * | 2021-10-09 | 2021-12-17 | 河北省第四建筑工程有限公司 | Waterproof construction suspended formwork and waterproof construction method |
-
2014
- 2014-07-30 CN CN201420424970.XU patent/CN204001724U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105064682A (en) * | 2015-08-27 | 2015-11-18 | 苏州金螳螂建筑装饰股份有限公司 | Pipe hole formwork-suspending device |
| CN105064682B (en) * | 2015-08-27 | 2017-03-29 | 苏州金螳螂建筑装饰股份有限公司 | Pore hangs die device |
| CN109707159A (en) * | 2019-01-25 | 2019-05-03 | 中建四局安装工程有限公司 | A kind of pipeline that adjustable recycles hangs mould |
| CN109989470A (en) * | 2019-04-25 | 2019-07-09 | 中国十七冶集团有限公司 | The encapsulating method that precast concrete well is connect with steel band bellows |
| CN110306790A (en) * | 2019-06-27 | 2019-10-08 | 中国二十二冶集团有限公司 | After pour reserved opening closure and hang die worker's tool and its hang mould method |
| CN113802836A (en) * | 2021-10-09 | 2021-12-17 | 河北省第四建筑工程有限公司 | Waterproof construction suspended formwork and waterproof construction method |
| CN113802836B (en) * | 2021-10-09 | 2022-12-30 | 河北省第四建筑工程有限公司 | Waterproof construction suspended formwork and waterproof construction method |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141210 Termination date: 20210730 |
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| CF01 | Termination of patent right due to non-payment of annual fee |