CN201152021Y - Finalizing mould for pre-embedding workshop column anchor bolt - Google Patents
Finalizing mould for pre-embedding workshop column anchor bolt Download PDFInfo
- Publication number
- CN201152021Y CN201152021Y CNU2008200043651U CN200820004365U CN201152021Y CN 201152021 Y CN201152021 Y CN 201152021Y CN U2008200043651 U CNU2008200043651 U CN U2008200043651U CN 200820004365 U CN200820004365 U CN 200820004365U CN 201152021 Y CN201152021 Y CN 201152021Y
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- China
- Prior art keywords
- bolt
- plate
- location
- arm
- locating plate
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- Expired - Fee Related
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Abstract
The utility model relates to a mould used in fundamental concreting construction, in particular to a shaping mould used for embedding a stone bolt of a workshop columniation. The module comprises a locating plate made of a bamboo veneer or a wood adhesive sheet and batten cross arms. Locating control punches are arranged on the locating plate at intervals and correspond to each group of bolt. The batten cross arms are respectively arranged on both sides of each bow of the bolt. Both ends of the batten cross arm has permanent connection with the back-out of a short column formwork by a steel nail. The locating plate is arranged on the batten cross arm. And the locating plate and the batten cross arm are connected and fixed by the steel nail. The shaping mould used for embedding the stone bolt of the workshop columniation has the beneficial effects that construction efficiency is greatly decreased; construction precision meets code requirements; the bamboo veneer or the wood adhesive sheet has low manufacturing cost and is on cyclic use, thus greatly reducing construction cost. So the shaping model is especially applicable for the engineer of an industrial factory building with the same class number and the similar size of the bolt.
Description
Technical field:
The utility model relates to the mould that uses in the base concrete pouring construction, the pre-buried shaper of using of especially a kind of factory building columns stone bolt.
Background technology:
At present, during the base concrete pouring construction, adopt steel materials such as angle steel, channel-section steel to make the stone bolt fixed mount, complex procedures, after construction was finished, the bolt frame also was embedded in the concrete, caused the steel waste, had increased construction costs.ZL02270506.6 discloses a kind of pre-embedded anchoring bolts locating support, though displacement or inclination are accurately located, prevented to produce to stone bolt can guarantee to build the time, the column part that its angle steel is made still is embedded in the concrete, can not reuse.
Summary of the invention:
The technical problems to be solved in the utility model is: a kind of utilization perforating on bamboo (wood) offset plate is provided, last lower nut is fixed, as the bolt frame, be different from the bolt frame that adopts the steel welding, make it to have enough to meet the need use, reduce the pre-buried shaper of using of factory building columns stone bolt of engineering construction cost.
The technical scheme that addresses the above problem employing is: the pre-buried shaper of using of a kind of factory building columns stone bolt, comprise that material is the location-plate of bamboo offset plate or wood glue plate, the flitch cross-arm, described location-plate is arranged at intervals with on it and every group of bolt positioning control hole one to one, described flitch cross-arm is divided into every row's bolt both sides, its two ends are suitable for reading affixed by steel nail and short column template, this location-plate is tiled on this flitch cross-arm, both are connected and fixed by steel nail, the positioning control hole on the pairing location-plate is passed in every row's bolt upper end, and by last, lower nut is fixedlyed connected with this location-plate.
Compared with prior art, the beneficial effects of the utility model are: efficiency of construction improves greatly, and construction precision reaches code requirement, and bamboo (wood) offset plate mould cost is low and can have enough to meet the need use, construction cost reduces greatly, is particularly useful for the similar engineering of bolt group number size in the industrial premises.
Description of drawings:
Fig. 1 is a plane structure schematic diagram of the present utility model.
Fig. 2 is a cross-sectional view of the present utility model.
Among the figure:
The specific embodiment:
The utility model is described in further detail below in conjunction with drawings and Examples.
The pre-buried shaper of using of the described factory building columns stone bolt of present embodiment is made of location-plate 1, flitch cross-arm 2, steel nail 4, nut 6, and location-plate 1 adopts thick bamboo offset plate of 12mm or the thick wood glue plate of 20mm to make, and flitch cross-arm 2 specifications are 60 * 90mm.
The requirement that the size of location-plate 1 is put 200mm outward by relative one group of bolt 7 axis of location-plate 1 outward flange is made, the spacing of pressing bolt 7 in the drawing is provided with on location-plate 1 and every group of bolt 7 positioning control hole 3 one to one at interval, and the aperture in positioning control hole 3 is greater than diameter of bolt 0.5mm.
A flitch cross-arm 2 is placed in the both sides of every row's bolt 7, and flitch cross-arm 2 is no more than 20mm with the edge spacing of nut 6.Flitch cross-arm 2 two ends are affixed by steel nail 4 and short column template suitable for reading 5, location-plate 1 is tiled on the flitch cross-arm 2, both are connected and fixed by steel nail 4, and pairing positioning control hole 3 is passed in every row's bolt 7 upper ends, and fixedly connected with location-plate 1 by upper and lower nut 6.
Because bolt 7 relies on location-plate 1 and is fixedly connected, be to guarantee bolt 7 pre-buried precision, the support that must guarantee bolt 7 footing firmly and forbid to reduce the strong point in Fig. 2, has increased to socket at the footing place of bolt 7 and has used reinforcing bar 8.In addition, bolt 7 upper end screw threads will be with adhesive tape with its parcel protection.
Claims (4)
1, the pre-buried shaper of using of a kind of factory building columns stone bolt, comprise that material is location-plate, the flitch cross-arm of bamboo offset plate or wood glue plate, it is characterized in that: described location-plate is arranged at intervals with on it and every group of bolt positioning control hole one to one, described flitch cross-arm is divided into every row's bolt both sides, its two ends are suitable for reading affixed by steel nail and short column template, this location-plate is tiled on this flitch cross-arm, both are connected and fixed by steel nail, the positioning control hole on the pairing location-plate is passed in every row's bolt upper end, and fixedlys connected with this location-plate by upper and lower nut.
2, the pre-buried shaper of using of factory building columns stone bolt according to claim 1 is characterized in that the relative one group of bolt axis of location-plate outward flange puts 200mm outward.
3, the pre-buried shaper of using of factory building columns stone bolt according to claim 1 is characterized in that aperture, positioning control hole is greater than diameter of bolt 0.5mm.
4, the pre-buried shaper of using of factory building columns stone bolt according to claim 1 is characterized in that flitch cross-arm and nut edge spacing are no more than 20mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200043651U CN201152021Y (en) | 2008-02-01 | 2008-02-01 | Finalizing mould for pre-embedding workshop column anchor bolt |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200043651U CN201152021Y (en) | 2008-02-01 | 2008-02-01 | Finalizing mould for pre-embedding workshop column anchor bolt |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201152021Y true CN201152021Y (en) | 2008-11-19 |
Family
ID=40127701
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200043651U Expired - Fee Related CN201152021Y (en) | 2008-02-01 | 2008-02-01 | Finalizing mould for pre-embedding workshop column anchor bolt |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201152021Y (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102080383A (en) * | 2010-12-31 | 2011-06-01 | 中国二十二冶集团有限公司 | Suspension type embedded part and hole reserved template fixing method |
| CN104695557A (en) * | 2015-01-31 | 2015-06-10 | 陕西建工安装集团有限公司 | Steel structure building construction method for one-step pre-burying of foundation bolts |
| CN107100277A (en) * | 2017-05-26 | 2017-08-29 | 五冶集团上海有限公司 | The fixing means of built-in fitting |
| CN110080273A (en) * | 2019-04-30 | 2019-08-02 | 中国化学工程第六建设有限公司 | The method for carrying out the installation of steel construction foundation bolt using flitch |
| CN110747893A (en) * | 2019-09-18 | 2020-02-04 | 中国二冶集团有限公司 | Embedded bolt auxiliary device and embedded bolt fixing method |
| CN111456060A (en) * | 2020-04-15 | 2020-07-28 | 中国十七冶集团有限公司 | Construction method of concrete foundation embedded steel ring |
| CN111889909A (en) * | 2020-08-06 | 2020-11-06 | 刘秀娟 | Forming and welding process for steel structure embedded foundation bolts |
-
2008
- 2008-02-01 CN CNU2008200043651U patent/CN201152021Y/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102080383A (en) * | 2010-12-31 | 2011-06-01 | 中国二十二冶集团有限公司 | Suspension type embedded part and hole reserved template fixing method |
| CN104695557A (en) * | 2015-01-31 | 2015-06-10 | 陕西建工安装集团有限公司 | Steel structure building construction method for one-step pre-burying of foundation bolts |
| CN104695557B (en) * | 2015-01-31 | 2017-04-19 | 陕西建工安装集团有限公司 | Steel structure building construction method for one-step pre-burying of foundation bolts |
| CN107100277A (en) * | 2017-05-26 | 2017-08-29 | 五冶集团上海有限公司 | The fixing means of built-in fitting |
| CN110080273A (en) * | 2019-04-30 | 2019-08-02 | 中国化学工程第六建设有限公司 | The method for carrying out the installation of steel construction foundation bolt using flitch |
| CN110080273B (en) * | 2019-04-30 | 2021-01-26 | 中国化学工程第六建设有限公司 | Method for mounting steel structure foundation bolt by utilizing batten |
| CN110747893A (en) * | 2019-09-18 | 2020-02-04 | 中国二冶集团有限公司 | Embedded bolt auxiliary device and embedded bolt fixing method |
| CN111456060A (en) * | 2020-04-15 | 2020-07-28 | 中国十七冶集团有限公司 | Construction method of concrete foundation embedded steel ring |
| CN111889909A (en) * | 2020-08-06 | 2020-11-06 | 刘秀娟 | Forming and welding process for steel structure embedded foundation bolts |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: CHINA 22MCC GROUP CORPORATION LTD. Free format text: FORMER NAME: MCC JINGTANG CONSTRUCTION CO., LTD. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 064000 Hebei province Fengrun District No. 16 Tangshan City road of happiness Patentee after: China MCC 22 Group Corp., Ltd. Address before: 064000 Hebei province Fengrun District No. 16 Tangshan City road of happiness Patentee before: MCC Jingtang Construction Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20081119 Termination date: 20150201 |
|
| EXPY | Termination of patent right or utility model |