CN204040056U - A kind of location and installation support of pre-embedded anchoring bolts - Google Patents
A kind of location and installation support of pre-embedded anchoring bolts Download PDFInfo
- Publication number
- CN204040056U CN204040056U CN201420351559.4U CN201420351559U CN204040056U CN 204040056 U CN204040056 U CN 204040056U CN 201420351559 U CN201420351559 U CN 201420351559U CN 204040056 U CN204040056 U CN 204040056U
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- location
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- bolt
- stone bolt
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Abstract
The utility model discloses a kind of location and installation support of pre-embedded anchoring bolts, comprise a support body and be fixed on the location-plate on support body, the installation site of foot bolt offers installing hole on location-plate accordingly, stone bolt is vertically fixed in described installing hole, the bottom of support body is installed with base plate, and base plate is fixed in concrete foundation by expansion bolt.By stone bolt is fixed on support body in advance, utilizes and support body is positioned, just can carry out entirety location to stone bolt, not need the single stone bolt precision of independent measurement, greatly increase work efficiency and installation accuracy.Fixed by expansion bolt bottom support body, after civil engineering concrete cushion has been built, get final product installation frame body, without the need to waiting for that the colligation of civil engineering cushion cap gluten completes, reducing by a procedure and waiting for link.Use bottom expansion bolt and cushion cap fixing, reduce the offset error that the later stage shocks because of during concreting, lateral compression produces, thus effectively control pre-buried error.
Description
Technical field
The utility model relates to a kind of location and installation support of pre-embedded anchoring bolts.
Background technology
The precision of embedding anchor bolts, directly has influence on the installation positional accuracy of follow-up steel column.Therefore, taking effective location measure to stone bolt, is the important guarantee of Steel Structure Installation quality.Stone bolt need be fixed in civil engineering cushion cap on reinforcing bar by tradition built-in process, can be pre-buried after the civil engineering reinforcement constructions such as this kind of built-in process need complete.Meanwhile, when this kind of method is pre-buried, screw rod positioning action is complicated, and difficulty is higher, accuracy is wayward, pre-buried complete after stone bolt poor stability, be easily shifted during concreting.
Utility model content
Technical problem to be solved in the utility model be to provide a kind of fast, the location and installation support of correct embedment stone bolt, be used in particular for pre-buried location in the larger and pre-buried circumstance complication situation of stone bolt bolt specification.
For realizing above-mentioned technique effect, the utility model discloses a kind of location and installation support of pre-embedded anchoring bolts, comprise a support body and be fixed on the location-plate on support body, the installation site of corresponding described stone bolt offers installing hole on described location-plate, described stone bolt is vertically fixed in described installing hole, the bottom of described support body is installed with base plate, and described base plate is fixed in concrete foundation by expansion bolt.
The utility model further improves and is, described location-plate comprises one first annular slab and one second annular slab, described first annular slab and described second annular slab are individually fixed in top and the middle part of described support body, on described first annular slab and described second annular slab, correspondence offers described installing hole up and down, described stone bolt is vertically inserted in described installing hole, and the middle part of described stone bolt and bottom are welded in described installing hole respectively, described stone bolt is vertically fixed on described support body.
The utility model further improves and is, the diagonal brace that described support body comprises many vertical rods and is fixedly arranged between described vertical rod, the bottom of described vertical rod welds described base plate respectively, and the top of described vertical rod and middle part weld described first annular slab and described second annular slab respectively.
The utility model further improves and is, described base plate is fixed on the concrete cushion bottom reinforced concrete pile cap by expansion bolt.
The utility model is owing to have employed above technical scheme, making it have following beneficial effect is: by being fixed in advance on support body by stone bolt, and carry out the adjustment such as verticality, absolute altitude, stone bolt and support body is made to form entirety, utilize and support body is positioned, just can carry out entirety location to stone bolt, not need the single stone bolt precision of independent measurement, greatly increase work efficiency and reduce human error in operating process simultaneously, effectively improve installation accuracy.Fixed by expansion bolt bottom support body, after civil engineering concrete cushion has been built, get final product installation frame body, without the need to waiting for that the colligation of civil engineering cushion cap gluten completes, reducing by a procedure and waiting for link, improving the utilization rate of labour power.Use bottom expansion bolt and cushion cap fixing simultaneously, reduce the offset error that the later stage shocks because of during concreting, lateral compression produces, thus effectively control pre-buried error.Easy to operate, installation accuracy is high, efficiency of construction is high, afterwards steel work lower margin pre-buried in can use for reference use.
Accompanying drawing explanation
Fig. 1 is the structural representation of the location and installation support of the utility model pre-embedded anchoring bolts
Fig. 2 is the schematic diagram of the using state of the location and installation support of the utility model pre-embedded anchoring bolts.
Detailed description of the invention
Below in conjunction with accompanying drawing and detailed description of the invention, the utility model is described in further detail.
Consult shown in Fig. 1 and Fig. 2, the location and installation support 10 of a kind of pre-embedded anchoring bolts of the present utility model is primarily of support body, location-plate, base plate 13 and stone bolt 14 are formed, location-plate is made up of one first annular slab 121 and one second annular slab 122, 6mm steel plate is adopted to be made, first annular slab 121 and the second annular slab 122 respectively level are fixed on top and the middle part of support body, on the first annular slab 121 and the second annular slab 122, the upper and lower correspondence in installation site of foot bolt 14 offers the first installing hole 151 and the second installing hole 152 respectively accordingly, stone bolt 14 is vertically inserted in the first installing hole 151 and the second installing hole 152 from top to bottom successively, to measure and after the verticality adjusting complete stone bolt 14 and absolute altitude, spot welding and the first installing hole 151 and the second installing hole 152 is adopted to be welded and fixed at the middle part of stone bolt 14 and bottom spiro rod section, thus stone bolt 14 is vertically fixed on support body, should guarantee when stone bolt 14 is installed that the thread segment at stone bolt 14 top exposes the height on the reinforced concrete pile cap surface of subsequent construction, to meet upper strata Steel Structure Installation.Support body is made up of four or many vertical rods 111 and the diagonal brace 112 be welded between vertical rod 111, rectangular frame shape, vertical rod 111 and diagonal brace 112 adopt L63*5 angle steel to be made respectively, the first annular slab 121 and the second annular slab 122 is welded at the top of vertical rod 111 and middle part respectively, the bottom of vertical rod 111 is welded with base plate 13 respectively, base plate 13 adopts PL10*150 steel plate to be made, and is fixed on the concrete cushion bottom reinforced concrete pile cap by expansion bolt 16.
The Specific construction of the utility model location and installation support 10 is as follows:
First weld with vertical rod 111 and diagonal brace 112 and form support body;
Then at the top of support body and middle part level welding first ring shape plate 121 and the second annular slab 122 respectively, the installation site of foot bolt 14 upper and lower correspondence on the first annular slab 121 and the second annular slab 122 offers the first installing hole 151 and the second installing hole 152 respectively accordingly;
Then stone bolt 14 is from top to bottom vertically inserted in successively in the first installing hole 151 and the second installing hole 152, measure and adjust verticality and the absolute altitude of stone bolt 14, then carry out spot welding to fix, stone bolt 14 is vertically fixed on support body, should guarantee during installation that the thread segment at stone bolt 14 top exposes the height on the reinforced concrete pile cap surface of subsequent construction, to meet upper strata Steel Structure Installation;
Then expansion bolt 16 is utilized to be fixed on civil engineering concrete cushion by support body in the lump together with stone bolt 14;
Last civil engineering reinforced concrete pile cap (comprising the gluten colligation of civil engineering cushion cap and pouring concrete etc.) of constructing on civil engineering concrete cushion;
After completing, the thread segment exposing reinforced concrete pile cap adjusts with adjusting nut 17 and fix upper strata steel work at stone bolt 14.
The utility model location and installation support 10 is owing to being fixed on a support body by stone bolt 14 in advance, time pre-buried, the verticality, absolute altitude etc. of stone bolt 14 adjusts complete in advance, do not need independent measurement single stone bolt 14 precision, greatly increase work efficiency and reduce human error in operating process simultaneously, effectively improve installation accuracy.Owing to using expansion bolt 16 to fix bottom support body, after civil engineering concrete cushion has been built, get final product installation frame body, without the need to waiting for that the colligation of civil engineering cushion cap gluten completes, reducing by a procedure and waiting for link, improving the utilization rate of labour power.Use bottom expansion bolt 16 and cushion cap simultaneously and fix, reduce the offset error that the later stage shocks because of during concreting, lateral compression produces, thus effectively control pre-buried error.The utility model location and installation support 10 is easy to operate, installation accuracy is high, efficiency of construction is high, afterwards steel work lower margin pre-buried in can use for reference use.
Below embodiment has been described in detail the utility model by reference to the accompanying drawings, and those skilled in the art can make many variations example to the utility model according to the above description.Thus, some details in embodiment should not formed restriction of the present utility model, the utility model by the scope that defines using appended claims as protection domain of the present utility model.
Claims (4)
1. the location and installation support of a pre-embedded anchoring bolts, it is characterized in that: described location and installation support comprises a support body and is fixed on the location-plate on support body, the installation site of corresponding described stone bolt offers installing hole on described location-plate, described stone bolt is vertically fixed in described installing hole, the bottom of described support body is installed with base plate, and described base plate is fixed in concrete foundation by expansion bolt.
2. location and installation support as claimed in claim 1, it is characterized in that: described location-plate comprises one first annular slab and one second annular slab, described first annular slab and described second annular slab are individually fixed in top and the middle part of described support body, on described first annular slab and described second annular slab, correspondence offers described installing hole up and down, described stone bolt is vertically inserted in described installing hole, and the middle part of described stone bolt and bottom are welded in described installing hole respectively, described stone bolt is vertically fixed on described support body.
3. location and installation support as claimed in claim 2, it is characterized in that: the diagonal brace that described support body comprises many vertical rods and is fixedly arranged between described vertical rod, the bottom of described vertical rod welds described base plate respectively, and the top of described vertical rod and middle part weld described first annular slab and described second annular slab respectively.
4. location and installation support as claimed in claim 1, is characterized in that: described base plate is fixed on the concrete cushion bottom reinforced concrete pile cap by expansion bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420351559.4U CN204040056U (en) | 2014-06-26 | 2014-06-26 | A kind of location and installation support of pre-embedded anchoring bolts |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420351559.4U CN204040056U (en) | 2014-06-26 | 2014-06-26 | A kind of location and installation support of pre-embedded anchoring bolts |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204040056U true CN204040056U (en) | 2014-12-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420351559.4U Expired - Fee Related CN204040056U (en) | 2014-06-26 | 2014-06-26 | A kind of location and installation support of pre-embedded anchoring bolts |
Country Status (1)
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| CN (1) | CN204040056U (en) |
Cited By (24)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105064681A (en) * | 2015-07-17 | 2015-11-18 | 中船第九设计研究院工程有限公司 | Installing method of steel structure foundation screw bolt |
| CN105714845A (en) * | 2016-04-15 | 2016-06-29 | 中国五冶集团有限公司 | Device for rapidly installing embedded bolts of cement kiln tail tower |
| CN105804110A (en) * | 2016-05-10 | 2016-07-27 | 中国水利水电第四工程局有限公司 | Construction method of foundation bolts of railway contact net and mounting bracket |
| CN106120837A (en) * | 2016-06-30 | 2016-11-16 | 中国五冶集团有限公司 | A kind of positioning tool for pre-embedded bolt group to connecting |
| CN106638664A (en) * | 2016-12-15 | 2017-05-10 | 上海建工集团股份有限公司 | Foundation bolt fixing apparatus and positioning method |
| CN106884541A (en) * | 2017-03-15 | 2017-06-23 | 上海建工四建集团有限公司 | The positioning component of reserved joint bar, positioner and localization method in shear wall |
| CN107268666A (en) * | 2017-07-27 | 2017-10-20 | 山东莱钢建设有限公司 | A kind of localization method of auxiliary locator and foundation bolt |
| CN107724695A (en) * | 2017-10-31 | 2018-02-23 | 上海宝冶集团有限公司 | Combine the accurate positioning device and its construction method of shape foundation bolt |
| CN108035554A (en) * | 2017-11-24 | 2018-05-15 | 常州第建筑集团有限公司 | The steel column supporting frame construction method of high-rise building frame column |
| CN108643217A (en) * | 2018-05-04 | 2018-10-12 | 中铁三局集团有限公司 | A kind of high-speed railway subgrade contact net upright post basic construction method |
| CN108677997A (en) * | 2018-05-28 | 2018-10-19 | 中石化石油工程技术服务有限公司 | The lower margin pre-embedded device of large scale equipment and the lower margin installation method of large scale equipment |
| CN108894320A (en) * | 2018-07-17 | 2018-11-27 | 安徽理工大学 | Simple fixed bracket and its construction method are quickly positioned for foundation bolt |
| CN109763572A (en) * | 2019-01-23 | 2019-05-17 | 浙江省送变电工程有限公司 | A kind of device and its operating method of the quick pre-buried verticality of adjustment foundation bolt group |
| CN109853610A (en) * | 2019-01-30 | 2019-06-07 | 山西三建集团有限公司 | Steel pipe column concrete foundation pre-embedded anchoring bolts precise positioning mechanism and localization method |
| CN110629782A (en) * | 2019-09-02 | 2019-12-31 | 中冶天工集团有限公司 | Foundation bolt offline assembling device and adjusting method thereof |
| CN111395384A (en) * | 2020-04-01 | 2020-07-10 | 中国十七冶集团有限公司 | Accurate fixing method for foundation embedded bolt |
| CN111485574A (en) * | 2020-04-21 | 2020-08-04 | 舜元建设(集团)有限公司 | Positioning device and positioning construction method for embedded foundation bolts of steel column foundation |
| CN111809653A (en) * | 2020-07-06 | 2020-10-23 | 中建八局第三建设有限公司 | High-precision regularization installation method for foundation embedded part of special amusement equipment |
| CN112459106A (en) * | 2020-12-09 | 2021-03-09 | 宝冶(郑州)建筑工程有限公司 | Positioning, installing and constructing method for embedded part of amusement equipment foundation |
| CN113062804A (en) * | 2021-03-26 | 2021-07-02 | 杭州汽轮动力集团有限公司 | Gas turbine base fixing device and fixing device installation method |
| CN113073553A (en) * | 2021-03-01 | 2021-07-06 | 中铁大桥局上海工程有限公司 | Pile cap embedded upright post steel bar positioning device and construction method thereof |
| CN113293859A (en) * | 2021-04-21 | 2021-08-24 | 中国化学工程第三建设有限公司 | Recyclable foundation bolt group pre-embedding positioning device and method |
| CN113653199A (en) * | 2021-08-30 | 2021-11-16 | 中冶建工集团有限公司 | Construction method for embedding stiffening anchor plate foundation bolt |
| CN115506609A (en) * | 2022-09-16 | 2022-12-23 | 太原重工工程技术有限公司 | Foundation bolt positioning device and construction method |
-
2014
- 2014-06-26 CN CN201420351559.4U patent/CN204040056U/en not_active Expired - Fee Related
Cited By (32)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105064681A (en) * | 2015-07-17 | 2015-11-18 | 中船第九设计研究院工程有限公司 | Installing method of steel structure foundation screw bolt |
| CN105714845A (en) * | 2016-04-15 | 2016-06-29 | 中国五冶集团有限公司 | Device for rapidly installing embedded bolts of cement kiln tail tower |
| CN105804110A (en) * | 2016-05-10 | 2016-07-27 | 中国水利水电第四工程局有限公司 | Construction method of foundation bolts of railway contact net and mounting bracket |
| CN105804110B (en) * | 2016-05-10 | 2017-12-19 | 中国水利水电第四工程局有限公司 | A kind of construction method and mounting bracket of railway contact line foundation bolt |
| CN106120837A (en) * | 2016-06-30 | 2016-11-16 | 中国五冶集团有限公司 | A kind of positioning tool for pre-embedded bolt group to connecting |
| CN106120837B (en) * | 2016-06-30 | 2019-02-26 | 中国五冶集团有限公司 | It is a kind of for pre-embedded bolt group to the positioning tool of connection |
| CN106638664A (en) * | 2016-12-15 | 2017-05-10 | 上海建工集团股份有限公司 | Foundation bolt fixing apparatus and positioning method |
| CN106884541A (en) * | 2017-03-15 | 2017-06-23 | 上海建工四建集团有限公司 | The positioning component of reserved joint bar, positioner and localization method in shear wall |
| CN106884541B (en) * | 2017-03-15 | 2023-12-26 | 上海建工四建集团有限公司 | Positioning assembly, positioning device and positioning method for reserved dowel bars in shear wall |
| CN107268666B (en) * | 2017-07-27 | 2019-02-15 | 山东莱钢建设有限公司 | A kind of localization method of auxiliary locator and foundation bolt |
| CN107268666A (en) * | 2017-07-27 | 2017-10-20 | 山东莱钢建设有限公司 | A kind of localization method of auxiliary locator and foundation bolt |
| CN107724695A (en) * | 2017-10-31 | 2018-02-23 | 上海宝冶集团有限公司 | Combine the accurate positioning device and its construction method of shape foundation bolt |
| CN108035554A (en) * | 2017-11-24 | 2018-05-15 | 常州第建筑集团有限公司 | The steel column supporting frame construction method of high-rise building frame column |
| CN108643217A (en) * | 2018-05-04 | 2018-10-12 | 中铁三局集团有限公司 | A kind of high-speed railway subgrade contact net upright post basic construction method |
| CN108677997A (en) * | 2018-05-28 | 2018-10-19 | 中石化石油工程技术服务有限公司 | The lower margin pre-embedded device of large scale equipment and the lower margin installation method of large scale equipment |
| CN108894320A (en) * | 2018-07-17 | 2018-11-27 | 安徽理工大学 | Simple fixed bracket and its construction method are quickly positioned for foundation bolt |
| CN109763572A (en) * | 2019-01-23 | 2019-05-17 | 浙江省送变电工程有限公司 | A kind of device and its operating method of the quick pre-buried verticality of adjustment foundation bolt group |
| CN109763572B (en) * | 2019-01-23 | 2024-01-09 | 浙江省送变电工程有限公司 | Device for quickly adjusting embedded verticality of foundation bolt group and operation method of device |
| CN109853610A (en) * | 2019-01-30 | 2019-06-07 | 山西三建集团有限公司 | Steel pipe column concrete foundation pre-embedded anchoring bolts precise positioning mechanism and localization method |
| CN110629782A (en) * | 2019-09-02 | 2019-12-31 | 中冶天工集团有限公司 | Foundation bolt offline assembling device and adjusting method thereof |
| CN110629782B (en) * | 2019-09-02 | 2024-03-26 | 中冶天工集团有限公司 | Adjusting method of anchor bolt offline assembly device |
| CN111395384A (en) * | 2020-04-01 | 2020-07-10 | 中国十七冶集团有限公司 | Accurate fixing method for foundation embedded bolt |
| CN111485574A (en) * | 2020-04-21 | 2020-08-04 | 舜元建设(集团)有限公司 | Positioning device and positioning construction method for embedded foundation bolts of steel column foundation |
| CN111485574B (en) * | 2020-04-21 | 2022-06-24 | 舜元建设(集团)有限公司 | Positioning device and positioning construction method for embedded foundation bolts of steel column foundation |
| CN111809653A (en) * | 2020-07-06 | 2020-10-23 | 中建八局第三建设有限公司 | High-precision regularization installation method for foundation embedded part of special amusement equipment |
| CN112459106A (en) * | 2020-12-09 | 2021-03-09 | 宝冶(郑州)建筑工程有限公司 | Positioning, installing and constructing method for embedded part of amusement equipment foundation |
| CN113073553A (en) * | 2021-03-01 | 2021-07-06 | 中铁大桥局上海工程有限公司 | Pile cap embedded upright post steel bar positioning device and construction method thereof |
| CN113062804A (en) * | 2021-03-26 | 2021-07-02 | 杭州汽轮动力集团有限公司 | Gas turbine base fixing device and fixing device installation method |
| CN113062804B (en) * | 2021-03-26 | 2022-06-28 | 杭州汽轮动力集团有限公司 | Gas turbine base fixing device and fixing device installation method |
| CN113293859A (en) * | 2021-04-21 | 2021-08-24 | 中国化学工程第三建设有限公司 | Recyclable foundation bolt group pre-embedding positioning device and method |
| CN113653199A (en) * | 2021-08-30 | 2021-11-16 | 中冶建工集团有限公司 | Construction method for embedding stiffening anchor plate foundation bolt |
| CN115506609A (en) * | 2022-09-16 | 2022-12-23 | 太原重工工程技术有限公司 | Foundation bolt positioning device and construction method |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141224 Termination date: 20210626 |