CN203270599U - Foundation bolt pre-buried die - Google Patents
Foundation bolt pre-buried die Download PDFInfo
- Publication number
- CN203270599U CN203270599U CN 201320280278 CN201320280278U CN203270599U CN 203270599 U CN203270599 U CN 203270599U CN 201320280278 CN201320280278 CN 201320280278 CN 201320280278 U CN201320280278 U CN 201320280278U CN 203270599 U CN203270599 U CN 203270599U
- Authority
- CN
- China
- Prior art keywords
- foundation
- buried
- bolts
- vertical pipes
- fixed vertical
- 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 - Lifetime
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 17
- 239000010959 steel Substances 0.000 claims description 17
- 239000004575 stone Substances 0.000 claims description 17
- 238000009434 installation Methods 0.000 claims description 7
- 238000004080 punching Methods 0.000 claims description 7
- 230000002787 reinforcement Effects 0.000 abstract description 2
- 229910000746 Structural steel Inorganic materials 0.000 abstract 3
- 238000009415 formwork Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000009286 beneficial effect 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
- 239000012467 final product Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model provides a foundation bolt pre-buried die which is composed of fixed vertical pipes (1) and an angle iron frame (2). The fixed vertical pipes (1) are perpendicularly welded on the corresponding angle iron frame (2) according to the installing positions of foundation bolts. When the foundation bolt pre-buried die is used, the foundation bolts penetrate through the fixed vertical pipes (1), adjustment of the pre-buried elevation and locating are conducted by locating nuts, the fixed vertical pipes are wholly placed on an erected formwork after being assembled, cross-shaped punched holes (3) are flush and overlapped with the axis of a foundation, after the elevation is adjusted by a balance level, the foundation bolts and main reinforcements of the foundation are firmly fixed, and then concrete can be poured. Due to the fact that the fixed vertical pipes are perpendicularly welded on the corresponding angle iron frame according to the installing positions of the foundation bolts, the pre-buried size of the foundation bolts is effectively controlled, and perpendicularity of the bolts can be guaranteed. One die is used for a single foundation, and bolt sets on the single foundation can be fixed in place at one time, so that working efficiency is improved.
Description
Technical field
The utility model relates to building operations a kind of auxiliary equipment used, a kind of embedding anchor bolts mould that is specifically.
Background technology
Along with the fast development of China's steel industry, a large amount of factory buildings, supermarket, highrise building, power plant, bridge etc. all adopt steel structural form, the column of steel work to connect the single footing by stone bolt and form stable braced structures.In the practice of construction process, if stone bolt is controlled the improper larger error that causes when pre-buried, just can not satisfy the construction requirement of steel work.And stone bolt in a single day pre-buried mistake be difficult to repair, can only pound the single footing again pre-buried, repair time is longer, heavier economic loss not only will be born by unit in charge of construction, the duration of a project also can't guarantee.
The utility model content
For addressing the above problem, the utility model provides a kind of embedding anchor bolts mould that can effectively control the embedding anchor bolts size.
Embedding anchor bolts mould of the present utility model is comprised of fixed riser 1 and angle steel frame 2, and fixed riser 1 is vertically welded on corresponding angle steel frame 2 by the stone bolt installation site.
Further, described fixed riser 1 is long is 150-200mm, and internal diameter is than the corresponding large 0.2mm of stone bolt diameter.
Further, be equipped with cross sample punching 3 on described angle steel frame 2.
The beneficial effect of Novel welding groove of the present utility model is as follows:
1, make simple: only need base area foot bolt installation drawing, make the angle steel frame, by the installation site of stone bolt, fixed riser is vertically welded on the angle steel frame.
2, increase work efficiency: can effectively control the embedding anchor bolts size during use, can be disposable with the bolt group fix in position on single basis, and the verticality of assurance bolt.
Description of drawings
Fig. 1 is embedding anchor bolts mould top view;
Fig. 2 is embedding anchor bolts mould installation drawing;
In figure, each label lists as follows:
1-fixed riser, 2-angle steel frame, the punching of 3-cross sample
The specific embodiment
For technological means, creation characteristic that the utility model is realized, reach purpose and effect is easy to understand, below in conjunction with concrete diagram, further set forth the utility model.
The embedding anchor bolts mould that the utility model provides is comprised of fixed riser 1 and angle steel frame 2, and fixed riser 1 is vertically welded on corresponding angle steel frame 2 by the stone bolt installation site.Stone bolt is penetrated in fixed riser 1 during use, adjust pre-buried absolute altitude and location with setscrew nut, after assembling, integral body is placed on the template of having propped up, cross sample punching 3 is overlapping with the axial alignment on basis, with will getting final product concreting after stone bolt and foundation main reinforcement fixation after level gauge adjustment absolute altitude.Because fixed riser 1 is to be vertically welded on corresponding angle steel frame 2 by the stone bolt installation site, therefore effectively controlled the pre-buried size of stone bolt, and can guarantee the verticality of bolt.One is single basic with a mould, can be disposable with the bolt group fix in position on single basis, improved operating efficiency.
Further, described fixed riser 1 is long is 150-200mm, and internal diameter is than the corresponding large 0.2mm of stone bolt diameter.This size can allow stone bolt penetrate in fixed riser smoothly, and can well control the stone bolt verticality.
Further, be equipped with cross sample punching 3 on described angle steel frame 2.Cross sample punching 3 is consistent with basic axial location, only need the punching of cross sample and the basic axial alignment of mould is overlapping, and stone bolt just can effectively be arranged on corresponding position.
Above a kind of embedding anchor bolts mould provided by the utility model is described in detail.This paper sets forth principle of the present utility model and embodiment by the specific embodiment, and above explanation just is used for helping to understand method of the present utility model and core concept thereof.Should be understood that; for those skilled in the art; under the prerequisite that does not break away from the utility model principle, can also carry out some improvement and modification to the utility model, these improvement and modification also fall in the protection domain of the utility model claim.
Claims (3)
1. an embedding anchor bolts mould, is characterized in that, is comprised of fixed riser (1) and angle steel frame (2), and fixed riser (1) is vertically welded on corresponding angle steel frame (2) by the stone bolt installation site.
2. embedding anchor bolts mould according to claim 1, is characterized in that, described fixed riser (1) is long is 150-200mm, and internal diameter is than the corresponding large 0.2mm of stone bolt diameter.
3. embedding anchor bolts mould according to claim 1, is characterized in that, is equipped with cross sample punching (3) on described angle steel frame (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320280278 CN203270599U (en) | 2013-05-21 | 2013-05-21 | Foundation bolt pre-buried die |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320280278 CN203270599U (en) | 2013-05-21 | 2013-05-21 | Foundation bolt pre-buried die |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203270599U true CN203270599U (en) | 2013-11-06 |
Family
ID=49501040
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320280278 Expired - Lifetime CN203270599U (en) | 2013-05-21 | 2013-05-21 | Foundation bolt pre-buried die |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203270599U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105750798A (en) * | 2016-03-28 | 2016-07-13 | 国网浙江省电力公司金华供电公司 | Foundation bolt pre-burying auxiliary welding device |
| CN106142302A (en) * | 2015-03-24 | 2016-11-23 | 济南城建集团有限公司 | The particular manufacturing craft of a kind of processing cable ditch prefabricated component and processing method thereof |
| CN106193094A (en) * | 2016-08-30 | 2016-12-07 | 中铁二十局集团有限公司 | A kind of embedding anchor bolts construction mould and foundation bolt regulation construction method |
| CN106284401A (en) * | 2015-05-27 | 2017-01-04 | 中国华冶科工集团有限公司 | One unloads pit bend foundation built-in bolt group's rapid construction technology |
| CN108517887A (en) * | 2018-06-05 | 2018-09-11 | 中交公局第工程有限公司 | Railway pillar or concrete foundation manage the processing unit (plant) and its method of foundation bolt group in advance |
| CN108843026A (en) * | 2018-06-20 | 2018-11-20 | 五冶集团上海有限公司 | A kind of bracket positioned simultaneously for steel column foundation bolt and steel column outsourcing reinforcing bar |
-
2013
- 2013-05-21 CN CN 201320280278 patent/CN203270599U/en not_active Expired - Lifetime
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106142302A (en) * | 2015-03-24 | 2016-11-23 | 济南城建集团有限公司 | The particular manufacturing craft of a kind of processing cable ditch prefabricated component and processing method thereof |
| CN106284401A (en) * | 2015-05-27 | 2017-01-04 | 中国华冶科工集团有限公司 | One unloads pit bend foundation built-in bolt group's rapid construction technology |
| CN105750798A (en) * | 2016-03-28 | 2016-07-13 | 国网浙江省电力公司金华供电公司 | Foundation bolt pre-burying auxiliary welding device |
| CN105750798B (en) * | 2016-03-28 | 2017-07-21 | 国网浙江省电力公司金华供电公司 | Embedding anchor bolts auxiliary welding equipment |
| CN106193094A (en) * | 2016-08-30 | 2016-12-07 | 中铁二十局集团有限公司 | A kind of embedding anchor bolts construction mould and foundation bolt regulation construction method |
| CN106193094B (en) * | 2016-08-30 | 2018-08-03 | 中铁二十局集团有限公司 | A kind of embedding anchor bolts construction mould and foundation bolt adjust construction method |
| CN108517887A (en) * | 2018-06-05 | 2018-09-11 | 中交公局第工程有限公司 | Railway pillar or concrete foundation manage the processing unit (plant) and its method of foundation bolt group in advance |
| CN108517887B (en) * | 2018-06-05 | 2024-01-26 | 中交一公局第一工程有限公司 | Processing device and method for pre-buried foundation bolt group of railway pillar or concrete foundation |
| CN108843026A (en) * | 2018-06-20 | 2018-11-20 | 五冶集团上海有限公司 | A kind of bracket positioned simultaneously for steel column foundation bolt and steel column outsourcing reinforcing bar |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: An embedded die for anchor bolt Effective date of registration: 20211222 Granted publication date: 20131106 Pledgee: Bank of Nanjing Limited by Share Ltd. Beijing branch Pledgor: ASIA DAIRY FAB. Ltd. Registration number: Y2021110000105 |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20131106 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20231222 Granted publication date: 20131106 Pledgee: Bank of Nanjing Limited by Share Ltd. Beijing branch Pledgor: ASIA DAIRY FAB. Ltd. Registration number: Y2021110000105 |