CN204023791U - Embedding anchor bolts device - Google Patents
Embedding anchor bolts device Download PDFInfo
- Publication number
- CN204023791U CN204023791U CN201420475372.5U CN201420475372U CN204023791U CN 204023791 U CN204023791 U CN 204023791U CN 201420475372 U CN201420475372 U CN 201420475372U CN 204023791 U CN204023791 U CN 204023791U
- Authority
- CN
- China
- Prior art keywords
- backing plate
- stone bolt
- cylinder mould
- rebar cylinder
- size
- 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
- 239000004575 stone Substances 0.000 claims abstract description 33
- 238000010276 construction Methods 0.000 abstract description 5
- 238000009434 installation Methods 0.000 abstract description 4
- 238000005266 casting Methods 0.000 abstract description 2
- 230000003993 interaction Effects 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 238000004873 anchoring Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Landscapes
- Finishing Walls (AREA)
Abstract
Embedding anchor bolts device belongs to concrete casting device, particularly relates to a kind of building concrete and builds embedding anchor bolts device.Feature also comprises size backing plate, and described stone bolt is arranged on size backing plate, and rebar cylinder mould is placed on size backing plate, laterally limits rebar cylinder mould by stone bolt.When concreting, placed on the ground by this device, size backing plate, under the effect of rebar cylinder mould, remains level, thus it is crooked that stone bolt is not occurred, and causes dimensional errors.Advantage is novel structure, and structure letter is gathered, rationally, be easy to manufacture, practical, cost is low; Adopt the interaction of horizontal dimension backing plate and rebar cylinder mould, invariably there is the crooked dimensional errors caused in foot bolt, ensures follow-up equipment Fast Installation, improves speed of application, ensures that construction is carried out smoothly.
Description
Technical field
The utility model belongs to concrete casting device, particularly relates to a kind of building concrete and builds embedding anchor bolts device.
Background technology
Pre-embedded anchoring bolts is the indispensable engineering step of building operations, for follow-up building operations provides effective guarantee.Pre-embedded anchoring bolts in current building operations, otherwise directly stone bolt is afterwards vertical and rebar cylinder mould is placed on the ground, or stone bolt is welded on rebar cylinder mould, then use concreting.The defect existed is that above-mentioned two kinds of modes all can to cause stone bolt to occur in pre-buried process in varying degrees crooked, especially the second way, stone bolt bends with rebar cylinder mould and seriously occurs dimensional errors, affect the installation of follow-up equipment, construction speed is slow, and construction quality cannot ensure.
Utility model content
In order to overcome the defect of prior art, the purpose of this utility model is to provide simple, the practical embedding anchor bolts device of a kind of structure, and invariably the crooked dimensional errors caused appears in foot bolt, ensures follow-up equipment Fast Installation, improve speed of application, ensure that construction is carried out smoothly.
Embedding anchor bolts device, comprises stone bolt and rebar cylinder mould, is characterized in also comprising size backing plate, and described stone bolt is arranged on size backing plate, and rebar cylinder mould is placed on size backing plate, laterally limits rebar cylinder mould by stone bolt.When concreting, placed on the ground by this device, size backing plate, under the effect of rebar cylinder mould, remains level, thus it is crooked that stone bolt is not occurred, and causes dimensional errors.
The utility model improves further, and described size backing plate is square, and is plane up and down, size backing plate is at least all established three through holes match with stone bolt.
The utility model improves further, left and right screw thread is established in the upper end of described stone bolt, screw thread is established in lower end, stone bolt lower end with nut is inserted in the through hole of size backing plate, through hole is stretched out in stone bolt lower end, is fixed by another nut, and size padding plate clip is held between two nuts, ensure that stone bolt is in vertical state all the time, not easily occur dimensional errors.
Compared with prior art, advantage is novel structure, and structure letter is gathered, rationally, be easy to manufacture, practical, cost is low; Adopt the interaction of horizontal dimension backing plate and rebar cylinder mould, invariably there is the crooked dimensional errors caused in foot bolt, ensures follow-up equipment Fast Installation, improves speed of application, ensures that construction is carried out smoothly.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is further illustrated.
Fig. 1 is the structural representation of embedding anchor bolts device.
In figure: 1-size backing plate, 2-stone bolt, 3-nut, 4-rebar cylinder mould, about 5-screw thread.
Detailed description of the invention
Below in conjunction with embodiment, the utility model will be further described.
As seen from Figure 1, embedding anchor bolts device, comprises stone bolt 2, rebar cylinder mould 4 and size backing plate 1, and stone bolt is arranged on size backing plate, and rebar cylinder mould is placed on size backing plate, laterally limits rebar cylinder mould by stone bolt.When concreting, placed on the ground by this device, size backing plate, under the effect of rebar cylinder mould, remains level, thus it is crooked that stone bolt is not occurred, and causes dimensional errors.
Be it can also be seen that by Fig. 1, size backing plate 1 is square, and is plane up and down, size backing plate is all established six through holes match with stone bolt 2.
Be it can also be seen that by Fig. 1, left and right screw thread 5 is established in the upper end of stone bolt 2, screw thread is established in lower end, stone bolt lower end with nut 3 is inserted in the through hole of size backing plate 1, through hole is stretched out in stone bolt lower end, is fixed by another nut, and size padding plate clip is held between two nuts, ensure that stone bolt is in vertical state all the time, not easily occur dimensional errors.
Claims (3)
1. embedding anchor bolts device, comprise stone bolt (2) and rebar cylinder mould (4), characterized by further comprising size backing plate (1), described stone bolt is arranged on size backing plate, rebar cylinder mould is placed on size backing plate, laterally limits rebar cylinder mould by stone bolt.
2. embedding anchor bolts device according to claim 1, is characterized in that, described size backing plate (1) is square, and is plane up and down, size backing plate is at least all established three through holes match with stone bolt (2).
3. embedding anchor bolts device according to claim 1 and 2, it is characterized in that, left and right screw thread (5) is established in the upper end of described stone bolt (2), screw thread is established in lower end, the stone bolt lower end of band nut (3) is inserted in the through hole of size backing plate (1), through hole is stretched out in stone bolt lower end, is fixed by another nut, and size padding plate clip is held between two nuts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420475372.5U CN204023791U (en) | 2014-08-22 | 2014-08-22 | Embedding anchor bolts device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420475372.5U CN204023791U (en) | 2014-08-22 | 2014-08-22 | Embedding anchor bolts device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204023791U true CN204023791U (en) | 2014-12-17 |
Family
ID=52063677
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420475372.5U Expired - Fee Related CN204023791U (en) | 2014-08-22 | 2014-08-22 | Embedding anchor bolts device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204023791U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105179418A (en) * | 2015-08-27 | 2015-12-23 | 中国化学工程第三建设有限公司 | Large-diameter foundation bolt and mounting method thereof |
| CN105839786A (en) * | 2016-03-18 | 2016-08-10 | 中国建筑第八工程局有限公司 | Air-supported membrane building concrete anchor bolt pre-buried structure and construction method thereof |
| CN106120847A (en) * | 2016-07-27 | 2016-11-16 | 成都聚合追阳科技有限公司 | Condensation photovoltaic pedestal reinforces pre-embedded anchoring bolts mounting process |
-
2014
- 2014-08-22 CN CN201420475372.5U patent/CN204023791U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105179418A (en) * | 2015-08-27 | 2015-12-23 | 中国化学工程第三建设有限公司 | Large-diameter foundation bolt and mounting method thereof |
| CN105179418B (en) * | 2015-08-27 | 2018-05-11 | 中国化学工程第三建设有限公司 | A kind of installation method of major diameter foundation bolt |
| CN105839786A (en) * | 2016-03-18 | 2016-08-10 | 中国建筑第八工程局有限公司 | Air-supported membrane building concrete anchor bolt pre-buried structure and construction method thereof |
| CN105839786B (en) * | 2016-03-18 | 2019-09-06 | 中国建筑第八工程局有限公司 | Air bearing membrane building concrete anchor pre-buried structure and its construction method |
| CN106120847A (en) * | 2016-07-27 | 2016-11-16 | 成都聚合追阳科技有限公司 | Condensation photovoltaic pedestal reinforces pre-embedded anchoring bolts mounting process |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204023791U (en) | Embedding anchor bolts device | |
| CN204081445U (en) | To encorbelment i iron anchor device | |
| CN203755706U (en) | Cup foundation plug-in type fixture for horizontal positioning of steel column | |
| CN204405406U (en) | Containing the hand-stripping instrument to further groove | |
| CN204081453U (en) | Can have enough to meet need use formula scaffold frame shaped steel fixing device that encorbelments | |
| CN203583859U (en) | Embedded bolt anchoring device for fixing cantilever I-shaped steel in building construction | |
| CN203394941U (en) | Foundation bolt fixing device | |
| CN103628498A (en) | T-shaped foundation bolt hole plugging method | |
| CN204024573U (en) | Castinplace pile underground karst cavity plugging device | |
| CN204152551U (en) | A kind of reusable mine down-hole filling barricade | |
| CN204946645U (en) | A kind of two-stub transformer stand | |
| CN205153543U (en) | Simple and easy template reinforcing apparatus | |
| CN204701953U (en) | A kind of building timber bracing or strutting arrangement | |
| CN204298697U (en) | A kind of crane runway backing plate levelling gear | |
| CN203926599U (en) | Screw pull rod | |
| CN203834959U (en) | Safety protective fence used for building construction | |
| CN205614577U (en) | A puller for abutment sleeve in equipment fixing hole | |
| CN203671034U (en) | Device for supporting pipeline | |
| CN204571268U (en) | A kind of reusable builder's jack steel I-beam anchor device | |
| CN204059354U (en) | A kind of built-in fitting fixed by ground surface end for cable wind rope | |
| CN205134798U (en) | Triangle rigid coupling stair angle bead for building | |
| CN204299192U (en) | A kind of fixture of overhanging type steel | |
| CN203808531U (en) | Frame bar base plate device | |
| CN204228494U (en) | A kind of splitting mould | |
| CN203905510U (en) | High-precision embedded bolt mold |
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: 20141217 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |