CN206495501U - A kind of cast-in-place concrete floor reserving hole template - Google Patents
A kind of cast-in-place concrete floor reserving hole template Download PDFInfo
- Publication number
- CN206495501U CN206495501U CN201720101554.XU CN201720101554U CN206495501U CN 206495501 U CN206495501 U CN 206495501U CN 201720101554 U CN201720101554 U CN 201720101554U CN 206495501 U CN206495501 U CN 206495501U
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- China
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- reserving hole
- baffle plate
- sleeve pipe
- slab form
- cast
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Abstract
The utility model discloses a kind of cast-in-place concrete floor reserving hole template, including slab form, and some service sleeve components being mounted on the slab form；The service sleeve component includes the reserving hole sleeve pipe being placed on the slab form, located at the baffle plate of the reserving hole cannula tip, fixed sleeving on the baffle plate, and sequentially pass through the reserving hole sleeve pipe, the baffle plate, the fixed sleeving and the reserving hole sleeve pipe, the baffle plate, the fixed sleeving are fixed on to the fastener on slab form, while pouring floorslab concrete layer on the slab form；The utility model has the advantage of installing, removing speed soon, substantially without spillage of material, any component is not left in floorslab concrete layer after dismounting, and be conducive to impermeable structure.
Description
Technical field
The utility model belongs to technical field of concrete, more particularly, to a kind of cast-in-place concrete floor reserving hole mould
Plate.
Background technology
In cast-in-place concrete floor construction, through-flooring pipe hole preformed is a common procedure, and tradition is reserved usual
Using the PVC sleeve pipe pre-embedding modes of tape seal, sleeve pipe is fixed on slab form surface with iron wire, iron nail, treats that concrete is whole
Service sleeve is taken out when ensureing and not destroying coagulation surface after solidifying, hole is completed and reserves work, due to fixing pre-buried using iron wire
Sleeve pipe, and iron wire will be deposited in concrete in outside of sleeve, casting concrete and can not remove, while the iron nail of fixed iron wire
Need to cut off iron nail before being also secured at concrete floor bottom surface, follow-up ceiling decoration, so both wasted iron wire, iron nail, adhesive tape
Deng material, while iron wire insertion in floor, hidden danger is brought to floor self waterproofing, excision steel nail needs portable gate-type pin hand
Frame, increases workload.
The content of the invention
The utility model purpose is：A kind of installation is provided, speed is removed soon, substantially without spillage of material, Hou buildings are removed
Any component is not left in board concrete layer, and is conducive to the cast-in-place concrete floor reserving hole template of impermeable structure.
The technical solution of the utility model is：A kind of cast-in-place concrete floor reserving hole template, including slab form, with
And some service sleeve components being mounted on the slab form；The service sleeve component includes being placed in the slab form
On reserving hole sleeve pipe, located at the baffle plate of the reserving hole cannula tip, the fixed sleeving on the baffle plate, and
Sequentially pass through the reserving hole sleeve pipe, the baffle plate, the fixed sleeving and by the reserving hole sleeve pipe, the baffle plate,
The fixed sleeving is fixed on the fastener on slab form, while pouring floorslab concrete layer on the slab form.
As preferred technical scheme, the fastener includes sequentially passing through fixed sleeving, baffle plate, reserving hole sleeve pipe
Spiral, and the operation handle located at the spiral top, and the spiral bottom is tip.
As preferred technical scheme, the reserving hole sleeve pipe and the fixed sleeving use PVC.
As preferred technical scheme, the baffle plate is wood plank, and the baffle plate is covered on the reserving hole sleeve pipe
Stomidium hole.
As preferred technical scheme, perforated on the baffle plate provided with spiral, the diameter of the fixed sleeving is big
In the spiral punch inside diameter.
Sequence of construction of the present utility model is：
Step one：Center and size according to service sleeve modular construction in construction drawing, in slab form subscript
Remember and service sleeve modular construction position and center；
Step 2：Drilled on the service sleeve component center that slab form is marked；
Step 3：Assemble service sleeve component, and by fastener by the reserving hole sleeve pipe, the baffle plate, institute
Fixed sleeving is stated to be fixed on the position that slab form is marked；
Step 4：Floorslab concrete layer is poured on slab form according to design requirement；
Step 5：After after floorslab concrete layer solidification, service sleeve component is removed, is checked and accepted.
The utility model has the advantages that：
1. slab form of the present utility model can be made using the existing building materials in building site, damaged substantially without material during use
Consumption, except reserving hole sleeve pipe is contactless with floorslab concrete layer in service sleeve component, when taking out service sleeve component
Any material is not left in concrete structure, is conducive to impermeable structure, the traditional service sleeve fixed form of contrast, without steel nail
Slab form surface is fixed on, is not in that steel nail is exposed in outer phenomenon after floor form removal, reduces workload, template is produced once
Follow-up repairing is formed without, slab form drills after (fastener of insertion service sleeve component is used) first, in subsequent construction
Same position is fast without repeating perforate, installation, dismounting speed.
2. the more conventional fixed form speed of application of the utility model structure is fast, it is only necessary to the simple operations such as punch and tighten, save
The work such as the tape seal, the fixed iron wire that have gone in traditional pre-buried mode, all components can be reused, more conventional pre-buried side
Formula saves the materials such as iron wire, iron nail, adhesive tape；
Made 3. reserving hole sleeve pipe of the present utility model, baffle plate are respectively the materials such as PVC, plank, during use not
Preferably damage, it is ensured that concrete does not enter in reserving hole sleeve pipe, and the tape seal of conventional pre-buried use is fragile.
Brief description of the drawings
Below in conjunction with the accompanying drawings and embodiment is further described to the utility model：
Fig. 1 is the utility model structure top view；
Fig. 2 for the utility model Fig. 1 A-A to sectional view；
Wherein：1 slab form, 2 reserving hole sleeve pipes, 3 baffle plates, 4 fixed sleevings, 5 fasteners, 51 spirals, 52 behaviour
Make handle, 53 tips, 6 floorslab concretes layer.
Embodiment
Embodiment：With reference to shown in Fig. 1 and 2, a kind of cast-in-place concrete floor reserving hole template, including slab form 1, with
And some service sleeve components being mounted on slab form 1；The service sleeve component includes being placed in reserved on slab form 1
Hole sleeve pipe 2, the baffle plate 3 located at the top of reserving hole sleeve pipe 2, the fixed sleeving 4 on baffle plate 3, and sequentially pass through pre-
Box out and hole sleeve pipe 2, baffle plate 3, fixed sleeving 4 and reserving hole sleeve pipe 2, baffle plate 3, fixed sleeving 4 are fixed on slab form 1
Fastener 5, while poured on slab form 1 floorslab concrete layer 6.
Fastener 5 of the present utility model includes sequentially passing through fixed sleeving 2, baffle plate 3, the screw-thread steel of reserving hole sleeve pipe 4
Muscle 51, and the operation handle 52 located at the top of spiral 51, and the bottom of spiral 51 is tip 53.
Reserving hole sleeve pipe 2 and fixed sleeving 4 of the present utility model use PVC, and baffle plate 3 is wood plank, and should
Baffle plate 3 covers the upper end hole of reserving hole sleeve pipe 2, is perforated on baffle plate 3 provided with spiral, and the diameter of fixed sleeving 4 is big
In spiral punch inside diameter.
Sequence of construction of the present utility model is：
Step one：Center and size according to service sleeve modular construction in construction drawing, in the subscript of slab form 1
Remember and service sleeve modular construction position and center；
Step 2：Drilled on the service sleeve component center that slab form 1 is marked；
Step 3：Assemble service sleeve component, and by fastener 5 by reserving hole sleeve pipe 2, baffle plate 3, fixed sleeving
4 are fixed on the position that slab form 1 is marked；
Step 4：Floorslab concrete layer 6 is poured on slab form 1 according to design requirement；
Step 5：After after the solidification of floorslab concrete layer 6, service sleeve component is removed, is checked and accepted.
Above-described embodiment is only to illustrate technical concepts and features of the present utility model, and its object is to allow be familiar with technique
Personage can understand content of the present utility model and implement according to this, protection domain of the present utility model can not be limited with this.
All equivalent change or modifications made according to the utility model Spirit Essence, should all cover protection domain of the present utility model it
It is interior.
Claims (5)
1. a kind of cast-in-place concrete floor reserving hole template, it is characterised in that including slab form (1), and some groups set
Service sleeve component on the slab form (1)；
The service sleeve component includes the reserving hole sleeve pipe (2) being placed on the slab form (1), located at the preformed hole
Baffle plate (3) at the top of hole sleeve pipe (2), the fixed sleeving (4) on the baffle plate (3), and sequentially pass through the preformed hole
Hole sleeve pipe (2), the baffle plate (3), the fixed sleeving (4) and by the reserving hole sleeve pipe (2), the baffle plate (3), described
Fixed sleeving (4) is fixed on the fastener (5) on slab form (1), while pouring build floor coagulation on the slab form (1)
Soil layer (6).
2. cast-in-place concrete floor reserving hole template according to claim 1, it is characterised in that the fastener (5)
Spiral (51) including sequentially passing through fixed sleeving (4), baffle plate (3), reserving hole sleeve pipe (2), and located at the spiral shell
The operation handle (52) on line reinforcing bar (51) top, and the spiral (51) bottom is tip (53).
3. cast-in-place concrete floor reserving hole template according to claim 1, it is characterised in that the reserving hole set
Manage (2) and the fixed sleeving (4) and use PVC.
4. cast-in-place concrete floor reserving hole template according to claim 1, it is characterised in that the baffle plate (3) is
Wood plank, and the baffle plate (3) covers reserving hole sleeve pipe (2) upper end hole.
5. cast-in-place concrete floor reserving hole template according to claim 1, it is characterised in that in the baffle plate (3)
Provided with spiral perforation, the diameter of the fixed sleeving (4) is more than the spiral punch inside diameter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720101554.XU CN206495501U (en) | 2017-01-25 | 2017-01-25 | A kind of cast-in-place concrete floor reserving hole template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720101554.XU CN206495501U (en) | 2017-01-25 | 2017-01-25 | A kind of cast-in-place concrete floor reserving hole template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206495501U true CN206495501U (en) | 2017-09-15 |
Family
ID=59803843
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720101554.XU Active CN206495501U (en) | 2017-01-25 | 2017-01-25 | A kind of cast-in-place concrete floor reserving hole template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206495501U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107599137A (en) * | 2017-10-18 | 2018-01-19 | 中建科技（北京）有限公司 | Collapsible mould component and its construction method |
| CN108798009A (en) * | 2018-07-04 | 2018-11-13 | 中冶建工集团有限公司 | A kind of service sleeve positioning installation apparatus |
| CN108798010A (en) * | 2018-07-04 | 2018-11-13 | 中冶建工集团有限公司 | A kind of service sleeve locating mounting method |
| CN109057102A (en) * | 2018-09-20 | 2018-12-21 | 中国二十二冶集团有限公司 | The installation method of slag processing wall protection board |
| CN109680940A (en) * | 2019-02-01 | 2019-04-26 | 山西三建集团有限公司 | Preserved pipeline passes through the pre-embedded device and built-in process in hole in floor concrete casting |
-
2017
- 2017-01-25 CN CN201720101554.XU patent/CN206495501U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107599137A (en) * | 2017-10-18 | 2018-01-19 | 中建科技（北京）有限公司 | Collapsible mould component and its construction method |
| CN107599137B (en) * | 2017-10-18 | 2023-01-20 | 中建科技（北京）有限公司 | Detachable mold assembly and construction method thereof |
| CN108798009A (en) * | 2018-07-04 | 2018-11-13 | 中冶建工集团有限公司 | A kind of service sleeve positioning installation apparatus |
| CN108798010A (en) * | 2018-07-04 | 2018-11-13 | 中冶建工集团有限公司 | A kind of service sleeve locating mounting method |
| CN109057102A (en) * | 2018-09-20 | 2018-12-21 | 中国二十二冶集团有限公司 | The installation method of slag processing wall protection board |
| CN109680940A (en) * | 2019-02-01 | 2019-04-26 | 山西三建集团有限公司 | Preserved pipeline passes through the pre-embedded device and built-in process in hole in floor concrete casting |
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