CN204098489U - A kind of mould making concrete floorslab preformed hole - Google Patents
A kind of mould making concrete floorslab preformed hole Download PDFInfo
- Publication number
- CN204098489U CN204098489U CN201420647348.5U CN201420647348U CN204098489U CN 204098489 U CN204098489 U CN 204098489U CN 201420647348 U CN201420647348 U CN 201420647348U CN 204098489 U CN204098489 U CN 204098489U
- Authority
- CN
- China
- Prior art keywords
- hole
- cylindrical shell
- lead
- upper cover
- connector
- 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.)
- Expired - Fee Related
Links
- 244000144985 peep Species 0.000 claims description 5
- 238000009434 installation Methods 0.000 abstract description 6
- 238000005266 casting Methods 0.000 abstract description 3
- 230000007547 defect Effects 0.000 abstract description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 230000005611 electricity Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 210000004209 hair Anatomy 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 241001074085 Scophthalmus aquosus Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a kind of mould making concrete floorslab preformed hole, comprise cylindrical shell, connector and upper cover, establish base plate in described cylindrical shell, the center of base plate is provided with guide pillar hole, and connector is made up of lead, screw rod, Non-return ring and nut; Described upper cover is through the top of flange spiral-lock at cylindrical shell, and the screw rod of connector is through in the screw hole of upper cover, lead is through in the guide pillar hole of cylindrical shell.The utility model overcomes floor prepared hole die, in casting process, drift or crooked defect easily occurs, and has structure simple, easy for installation and repeatedly can have enough to meet the need the advantage of use.
Description
Technical field
The utility model relates to technical field of building construction, especially a kind of mould making concrete floorslab preformed hole.
Background technology
In building operations, the indwelling of floor preformed hole is an indispensable working procedure, especially in the work progress of concrete floorslab, in order to meet water, electricity, vapour later stage install needs, floor preformed hole must be reserved by designing requirement during construction.Prior art makes the direct pre-buried method that floor preformed hole often adopts a pre-buried tub or can, the outside iron nail of box body or iron wire and floor nearby reinforcing bar carry out colligation and fix; Problems existing is, tub or can fixing unreliable, because the lateral pressure by flowing concrete affects in concrete placement, easily cause box body to produce drift, cause the center line generation deviation of preformed hole, the positional precision of preformed hole can not ensure, in addition, lateral pressure by flowing concrete affects, the tub reserved or can mould easily cause crooked, directly affect later stage water, electricity, the stringing of vapour construction and installation.
Utility model content
The purpose of this utility model is a kind of mould making concrete floorslab preformed hole provided for the deficiencies in the prior art, the utility model overcomes mould, in casting process, drift or crooked defect easily occurs, and has structure simple, easy for installation and repeatedly can have enough to meet the need the advantage of use.
The concrete technical scheme realizing the utility model object is:
A kind of mould making concrete floorslab preformed hole, its feature comprises cylindrical shell, connector and upper cover, described cylindrical shell establishes the back taper stage body of base plate in being, the center of its base plate is provided with guide pillar hole, connector is made up of lead, screw rod, Non-return ring and nut, one end of lead is provided with external screw thread, the other end is provided with dead bolt, nut engages with one end of screw rod, lead welds with the other end of screw rod, Non-return ring engages with the external screw thread of lead, be provided with screw hole centered by upper cover, circular cover that periphery is provided with flange, cover plate is provided with handle and peep hole;
Described upper cover is through the top of flange spiral-lock at cylindrical shell, and the screw rod of connector is through in the screw hole of upper cover, lead is through in the guide pillar hole of cylindrical shell; Described Non-return ring is provided with marking line.
The utility model overcomes floor prepared hole die, in casting process, drift or crooked defect easily occurs, and has structure simple, easy for installation and repeatedly can have enough to meet the need the advantage of use.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the top view of Fig. 1;
Fig. 3 is the upward view of Fig. 1;
Fig. 4 is using state schematic diagram of the present utility model.
Detailed description of the invention
Consult Fig. 1, Fig. 2, Fig. 3, the utility model it comprise cylindrical shell 1, connector 2 and upper cover 3, described cylindrical shell 1 establishes the back taper stage body of base plate 11 in being, the center of its base plate 11 is provided with guide pillar hole 12, connector 2 is by lead 21, screw rod 22, Non-return ring 23 and nut 25 are formed, one end of lead 21 is provided with external screw thread, the other end is provided with dead bolt 24, nut 25 engages with one end of screw rod 22, lead 21 welds with the other end of screw rod 22, Non-return ring 23 engages with the external screw thread of lead 21, screw hole 34 is provided with centered by upper cover 3, periphery is provided with the circular cover of flange 31, cover plate is provided with handle 32 and peep hole 33,
Described upper cover 3 is through flange 31 spiral-lock at the top of cylindrical shell 1, and the screw rod 22 of connector 2 is through in the screw hole 34 of upper cover 3, lead 21 is through in the guide pillar hole 12 of cylindrical shell 1;
Described Non-return ring 23 is provided with marking line.
The utility model uses like this:
Below for the work progress of concrete floorslab, further illustrate as follows to concrete enforcement of the present utility model:
After the template 4 of floor has installed, survey crew should by design drawing by the size of preformed hole and accurate location cross hairs and circle distance pole in template 4;
At the circular hole that one, template 4 cross hairs location place brill is identical with lead 21 diameter, at two Symmetry Edges flutings of circular hole, the dead bolt 24 accomplishing lead 21 by keyhole;
After treating the reinforcing bar binding above template 4, by brushing interleaving agent on cylindrical shell 1 external surface made, the cylindrical shell 1 of corresponding specification is with it selected by preformed hole diameter, by upper cover 3 through flange 31 spiral-lock at the top of cylindrical shell 1, the screw rod 22 of connector 2 is through in the screw hole 34 of upper cover 3, lead 21 is through in the guide pillar hole 12 of cylindrical shell 1, marking line on inspection Non-return ring 23 is square consistent, stand-by with lead 21 dead bolt 24;
The base plate 11 of cylindrical shell 1 is placed in above the keyhole of template 4, by the guide pillar hole 12 of connector 2 together with the keyhole of dead bolt 24 through floor, connector 2 is rotated 90 °, the marking line observed on Non-return ring 23 by peep hole 33 is vertical with keyhole, nut 25 on locking connector 2 screw rod 22, is fixed in template 4 by dead bolt 24 and the cylindrical shell 1 of lead 21 by the utility model;
Complete the pouring concrete of cast-in-situ floor, after concrete is solidifying in advance, i.e. dismountable the utility model, demolishing process is as follows, loosens the nut 25 on connector 2 screw rod 22, connector 2 is rotated 90 °, the marking line observed on Non-return ring 23 by peep hole 33 is parallel with keyhole, catches the handle 32 on upper cover 3, rocks gently, and the utility model is extracted in concrete and template 4, use in order to turnover next time.
The mode that the utility model adopts connector 2 to be connected with template 4, because fixing means is reliable, makes the position of template 4 preformed hole can control within the scope of designing requirement completely, and the stringing of constructing for later stage water, electricity, vapour and installation provide guarantee.
The profile of the utility model cylindrical shell 1 adopts the design of rounding frustum, make the concrete floor preformed hole after pouring into a mould also in large, lower young reverse taper suitable for reading, when after the stringing and installation of water, electricity, vapour, be beneficial to the shutoff of hole, floor antileaking after shutoff, good water-proof effect.
The utility model can be produced by the specification standardization of preformed hole, repeatedly can have enough to meet the need use, saves material.
The utility model is not only applicable to the floor preformed hole in production technique face, but also can be suitable for the making of the wallboard preformed hole of vertical plane.
Claims (2)
1. one kind makes the mould of concrete floorslab preformed hole, it is characterized in that it comprises cylindrical shell (1), connector (2) and upper cover (3), described cylindrical shell (1) establishes the back taper stage body of base plate (11) in being, the center of its base plate (11) is provided with guide pillar hole (12), connector (2) is by lead (21), screw rod (22), Non-return ring (23) and nut (25) are formed, one end of lead (21) is provided with external screw thread, the other end is provided with dead bolt (24), nut (25) engages with one end of screw rod (22), lead (21) welds with the other end of screw rod (22), Non-return ring (23) engages with the external screw thread of lead (21), screw hole (34) is provided with centered by upper cover (3), periphery is provided with the circular cover of flange (31), cover plate is provided with handle (32) and peep hole (33),
Described upper cover (3) is through flange (31) spiral-lock at the top of cylindrical shell (1), and the screw rod (22) of connector (2) is through in the screw hole (34) of upper cover (3), lead (21) is through in the guide pillar hole (12) of cylindrical shell (1).
2. a kind of mould making concrete floorslab preformed hole according to claim 1, is characterized in that Non-return ring (23) is provided with marking line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420647348.5U CN204098489U (en) | 2014-11-03 | 2014-11-03 | A kind of mould making concrete floorslab preformed hole |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420647348.5U CN204098489U (en) | 2014-11-03 | 2014-11-03 | A kind of mould making concrete floorslab preformed hole |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204098489U true CN204098489U (en) | 2015-01-14 |
Family
ID=52266927
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420647348.5U Expired - Fee Related CN204098489U (en) | 2014-11-03 | 2014-11-03 | A kind of mould making concrete floorslab preformed hole |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204098489U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284403A (en) * | 2016-08-12 | 2017-01-04 | 中国二十二冶集团有限公司 | The construction method of reserving hole |
| CN108035543A (en) * | 2017-12-25 | 2018-05-15 | 宁波二十冶建设有限公司 | A kind of floor cave entrance reservation structure and construction method |
| CN108532946A (en) * | 2017-03-02 | 2018-09-14 | 许伊 | A kind of new no-dust room, which is hung, tears formula ventilation template and its method for dismounting open |
| CN112145856A (en) * | 2020-10-29 | 2020-12-29 | 成都理工大学 | Pipeline damping device |
-
2014
- 2014-11-03 CN CN201420647348.5U patent/CN204098489U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284403A (en) * | 2016-08-12 | 2017-01-04 | 中国二十二冶集团有限公司 | The construction method of reserving hole |
| CN108532946A (en) * | 2017-03-02 | 2018-09-14 | 许伊 | A kind of new no-dust room, which is hung, tears formula ventilation template and its method for dismounting open |
| CN108035543A (en) * | 2017-12-25 | 2018-05-15 | 宁波二十冶建设有限公司 | A kind of floor cave entrance reservation structure and construction method |
| CN112145856A (en) * | 2020-10-29 | 2020-12-29 | 成都理工大学 | Pipeline damping device |
| CN112145856B (en) * | 2020-10-29 | 2022-03-01 | 成都理工大学 | Pipeline damping device |
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Legal Events
| 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: 20150114 Termination date: 20181103 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |