CN204059395U - The pre-buried location structure of stone bolt - Google Patents
The pre-buried location structure of stone bolt Download PDFInfo
- Publication number
- CN204059395U CN204059395U CN201420385346.3U CN201420385346U CN204059395U CN 204059395 U CN204059395 U CN 204059395U CN 201420385346 U CN201420385346 U CN 201420385346U CN 204059395 U CN204059395 U CN 204059395U
- Authority
- CN
- China
- Prior art keywords
- location
- plate
- stone bolt
- buried
- location structure
- 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
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model proposes a kind of pre-buried location structure of stone bolt, described pre-buried location structure comprises: locating support, has the support portion that is fixedly arranged on base surface and is located at described support portion, the supporting part corresponding with default absolute altitude; Be fixed on the location-plate group of described supporting part, described location-plate group comprises the first location-plate setting up and down and the second location-plate, described first location-plate is provided with multiple first locating hole, described second location-plate is provided with multiple second locating hole, and the second locating hole described in each is corresponding to the first locating hole described in each to configure a stone bolt.The pre-buried location structure of stone bolt of the present utility model not only can guarantee horizontal movement and the mark hi-Fix of stone bolt, and there is enough intensity, rigidity and stability, thus can ensure stone bolt concrete placings excessively in precision and reliability, avoid in concrete placings due to stone bolt displacement when high pressure and/or high vibration.
Description
Technical field
The utility model relates to engineering construction technical field, refers in particular to a kind of pre-buried location structure improving the stone bolt of stone bolt positioning precision.
Background technology
In engineering construction, along with the use of stone bolt is more and more extensive, but people are also more and more higher for the pre-buried required precision of stone bolt, if the location of stone bolt slightly deviation, so by the overall appearance degree of impact whole building, tower or tank kind equipment.In prior art, the mode that the installation of stone bolt adopts reinforcing bar fixing usually, but after vibratory concrete, the precision that stone bolt is installed can not meet the requirement of national regulation, horizontal movement required precision can not control in ± 2mm, absolute altitude required precision can not control in ± 10mm, in later stage adjustment process, difficulty is comparatively large, time-consuming and take a lot of work, increase machine cost, and effect may not be desirable.
Utility model content
For deficiency of the prior art, the purpose of this utility model be propose a kind of can to the pre-buried location structure of embedding anchor bolts installation accuracy control.
In order to achieve the above object, the technical scheme that the utility model adopts is:
A pre-buried location structure for stone bolt, described pre-buried location structure comprises:
Locating support, has the support portion that is fixedly arranged on base surface and is located at described support portion, the supporting part corresponding with default absolute altitude;
Be fixed on the location-plate group of described supporting part, described location-plate group comprises the first location-plate setting up and down and the second location-plate, described first location-plate is provided with multiple first locating hole, described second location-plate is provided with multiple second locating hole, and the second locating hole described in each is corresponding to the first locating hole described in each to configure a stone bolt.
As further improvement of the utility model, described first location-plate and described second location-plate be arranged in parallel, described stone bolt comprises bolt body and is connected to the handle part of described bolt body one end, and the axial line of described bolt body is perpendicular to described first location-plate.
As further improvement of the utility model, described first location-plate and described second location-plate are horizontally disposed with.
As further improvement of the utility model, between described first location-plate and described second location-plate, spacing is set to 100mm to 150mm.
As further improvement of the utility model, described support portion comprises four supporting legs, and described supporting part comprises four crossbeams be fixedly arranged on respectively between adjacent two described supporting legs.
As further improvement of the utility model, four described supporting legs are angle steel and the support angle of four described supporting legs is identical.
As further improvement of the utility model, four described supporting legs are all arranged with horizontal plane.
As further improvement of the utility model, four described supporting legs are respectively perpendicular to described first location-plate and described second location-plate.
As further improvement of the utility model, described first location-plate and/or described second location-plate are hollow out panel.
The beneficial effects of the utility model are, a kind of pre-buried location structure of stone bolt is proposed, this pre-buried location structure not only can guarantee horizontal movement and the mark hi-Fix of stone bolt, and there is enough intensity, rigidity and stability, thus can ensure stone bolt concrete placings excessively in precision and reliability, avoid in concrete placings due to stone bolt displacement when high pressure and/or high vibration.
Accompanying drawing explanation
Fig. 1 is the structural representation of the pre-buried location structure of stone bolt of the present utility model.
Detailed description of the invention
Below with reference to detailed description of the invention shown in the drawings, the utility model is described in detail.But these embodiments do not limit the utility model, the structure that those of ordinary skill in the art makes according to these embodiments, method or conversion functionally are all included in protection domain of the present utility model.
Please refer to Fig. 1, Fig. 1 is the structural representation of the pre-buried location structure of stone bolt of the present utility model.The pre-buried location structure of stone bolt of the present utility model comprises: locating support 1, and the location-plate group be fixed on locating support 1, this location-plate group comprises: the first location-plate 2 and the second location-plate 3, this first location-plate 2 and the second location-plate 3 be arranged in parallel and are individually fixed on this locating support 1, this locating support 1 provides enough intensity, rigidity and stability, thus coordinate by the first location-plate 2 and the second location-plate 3 horizontal movement limiting stone bolt 4, the pre-buried location structure of this stone bolt ensure that precision and the reliability of pre-embedded anchoring bolts 4 concrete placings, reduce the risk of construction in later period.
Particularly, this locating support 1 has the support portion of being firmly located at base surface and is located at support portion, the supporting part corresponding with predetermined absolute altitude.Preferably, support portion comprises four supporting legs 11, and supporting part comprises four crossbeams 12 be fixedly arranged on respectively between adjacent two supporting legs 11, and wherein, four supporting legs 11 are angle steel.In pre-buried process, these four supporting legs 11 are adopted and vertically squeezes in soil, be cast on prefabricated concrete bed course 5 or be welded on the pile cover of Prefabricated concrete pipe pile, as shown in Figure 1, describe in detail to be cast in prefabricated concrete bed course 5.Preferably, this locating support 1 adopts the angle steel of L50*3, to guarantee that this locating support 1 has enough rigidity, avoids this support 1 when concrete placings to be out of shape, thus ensure that the firm of the pre-buried location structure of this stone bolt, play the effect of pre-determined bit.
The pre-buried location structure of stone bolt of the present utility model also comprises the positioning plate assembly being fixed on supporting part, and this positioning plate assembly comprises the first location-plate 2 and the second location-plate 3 setting up and down, and preferably, the first location-plate 2 and the second location-plate 3 are horizontally disposed with.This first location-plate 2 is provided with the first locating hole 21 of multiple positioning stone bolt 4, this second location-plate 3 is also provided with the second locating hole 31 of multiple positioning stone bolt 4.Preferably, each first locating hole 21 is corresponding to each second locating hole 31 to configure a stone bolt 4, particularly, first locating hole 21 and the second locating hole 31 one_to_one corresponding concentric are arranged, thus the utilization rate of the first locating hole 21 on the first location-plate 2 and the second locating hole 31 on the second location-plate 3 can be improved.In addition, setting up and down with the verticality guaranteeing pre-embedded anchoring bolts 4 by double orientation plate in present embodiment.
Known to those skilled in the art, stone bolt 4 comprises bolt body 41 and is connected to the handle part 42 of bolt body 41 one end, wherein, and bolt body 41 and the one-body molded setting of handle part 42.Especially, first location-plate 2 is arranged with plane-parallel, the axial line of this bolt body 41 is perpendicular to the first location-plate 2, need to guarantee that the first location-plate 2 is arranged with plane-parallel in the pre-buried location structure assembling process of stone bolt, thus can guarantee that the other end opposing with handle part 42 in stone bolt 4 and horizontal plane are in plumbness all the time.Further, second location-plate 3 and the first location-plate 2 be arranged in parallel, particularly, the effect of individual layer location-plate is position and the absolute altitude of the plane controlling pre-embedded anchoring bolts 4, the effect of double orientation plate is the verticality guaranteeing pre-embedded anchoring bolts 4, thus can guarantee stone bolt 4 concrete placings excessively in precision and reliability, avoid in concrete placings because stone bolt 4 when high pressure and/or high vibration is shifted.Preferably, the spacing between the first location-plate 2 and the second location-plate 3 is set to 100-150mm.
In an embodiment of the present utility model, the support angle of four supporting legs 11 is identical.Because the first location-plate 2 and the second location-plate 3 be arranged in parallel, therefore arbitrary supporting leg 11 can be located in ground by arbitrarily angled twelve Earthly Branches, and this supporting leg 11 is identical with the angle that the second location-plate 3 is formed with the first location-plate 2.As in a preferred embodiment of the present utility model, four supporting legs 11 are all arranged with horizontal vertical and respectively perpendicular to the first location-plate 2 and the second location-plate 3, thus can provide enough rigidity, guarantee the firm of this locating support 1.Especially, in the utility model, the first location-plate 2 and/or the second location-plate 3 are hollow out panel, thus alleviate the weight of the pre-buried location structure of this stone bolt, and constructability personnel install, in order to avoid this construction weight is overweight, increase difficulty of construction.
In concrete assembling work progress, first need surveying setting-out, then locating support 1 is installed in ground basal plane, particularly, the direction of four supporting legs 11 perpendicular to horizontal plane is squeezed into ground or be cast in prefabricated concrete bed course, to be fixed by locating support 1; Then measure absolute altitude and according to predetermined absolute altitude, crossbeam 12 be welded on supporting leg 11, wherein, all weld a crossbeam 12 between adjacent two 11, this crossbeam 12 not only plays and makes the first location-plate 2 and the second location-plate 3 be in predetermined elevation location, and can increase the rigidity of locating support 1; Further, the second locating hole 31 of plate 3 determined by the first locating hole 21 and second pre-embedded anchoring bolts 4 being assemblied in the first location-plate 2, measurement and positioning pre-embedded anchoring bolts 4 is also fixedly connected with the first location-plate 2 by nut, adjusts the first location-plate 2 and second and locates the distance between 3 and be fixedly connected with by nut with the second location-plate 3 by stone bolt 4; Finally the first location-plate 2 and the second location-plate 3 are welded on locating support 1 respectively.This pre-buried location structure has assembled that rear constructor is follow-up can carry out concrete placings location to it.
The utility model proposes a kind of pre-buried location structure of stone bolt, this pre-buried location structure not only can guarantee horizontal movement and the mark hi-Fix of stone bolt, and there is enough intensity, rigidity and stability, thus can ensure stone bolt concrete placings excessively in precision and reliability, make to install horizontal movement precision to remain on ± 2mm within, absolute altitude precision remains on ± 10mm within, avoid in concrete placings due to stone bolt displacement when high pressure and/or high vibration, ensure that construction effect, improve foundation construction quality.
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 (8)
1. a pre-buried location structure for stone bolt, is characterized in that, described pre-buried location structure comprises:
Locating support, has the support portion that is fixedly arranged on base surface and is located at described support portion, the supporting part corresponding with default absolute altitude;
Be fixed on the location-plate group of described supporting part, described location-plate group comprises the first location-plate setting up and down and the second location-plate, described first location-plate is provided with multiple first locating hole, described second location-plate is provided with multiple second locating hole, and the second locating hole described in each is corresponding to the first locating hole described in each to configure a stone bolt.
2. the pre-buried location structure of stone bolt according to claim 1, it is characterized in that, described first location-plate and described second location-plate be arranged in parallel, described stone bolt comprises bolt body and is connected to the handle part of described bolt body one end, and the axial line of described bolt body is perpendicular to described first location-plate.
3. the pre-buried location structure of stone bolt according to claim 2, described first location-plate and described second location-plate are horizontally disposed with.
4. the pre-buried location structure of stone bolt according to claim 2, is characterized in that, between described first location-plate and described second location-plate, spacing is set to 100mm to 150mm.
5. the pre-buried location structure of stone bolt according to claim 2, is characterized in that, described support portion comprises four supporting legs, and described supporting part comprises four crossbeams be fixedly arranged on respectively between adjacent two described supporting legs.
6. the pre-buried location structure of stone bolt according to claim 5, is characterized in that, four described supporting legs are angle steel, and the support angle of four described supporting legs is identical.
7. the pre-buried location structure of stone bolt according to claim 6, is characterized in that, four described supporting legs are all arranged with horizontal plane.
8. the pre-buried location structure of stone bolt according to claim 1, is characterized in that, described first location-plate and/or described second location-plate are hollow out panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420385346.3U CN204059395U (en) | 2014-07-14 | 2014-07-14 | The pre-buried location structure of stone bolt |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420385346.3U CN204059395U (en) | 2014-07-14 | 2014-07-14 | The pre-buried location structure of stone bolt |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204059395U true CN204059395U (en) | 2014-12-31 |
Family
ID=52200939
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420385346.3U Expired - Fee Related CN204059395U (en) | 2014-07-14 | 2014-07-14 | The pre-buried location structure of stone bolt |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204059395U (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104805862A (en) * | 2015-04-30 | 2015-07-29 | 中国化学工程第三建设有限公司 | Positioning plate for foundation bolt of round equipment foundation and positioning method |
| 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 |
| CN105239596A (en) * | 2015-10-03 | 2016-01-13 | 中国轻工业长沙工程有限公司 | Method for mounting pre-embedded bolts of large paper machine |
| CN105735342A (en) * | 2016-04-14 | 2016-07-06 | 中国五冶集团有限公司 | Device for embedding of foundation anchor bolt hole of power plant dust remover |
| CN105887917A (en) * | 2016-04-13 | 2016-08-24 | 中国十七冶集团有限公司 | Quick processing, mounting and alignment method for foundation bolt sleeve |
| CN107859037A (en) * | 2017-10-31 | 2018-03-30 | 中国五冶集团有限公司 | The installation detent mechanism and method of a kind of large-scale embedded parts anchor structure |
| 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 |
| CN109944270A (en) * | 2019-04-04 | 2019-06-28 | 河北建设勘察研究院有限公司 | A kind of photo-thermal power station tower foundation foundation bolt fast-positioning device |
| CN110080271A (en) * | 2019-04-19 | 2019-08-02 | 中国二十二冶集团有限公司 | The construction method of the pre-buried quality control of foundation bolt embedded part |
| 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 |
| CN110685442A (en) * | 2019-08-26 | 2020-01-14 | 锦萧建筑科技有限公司 | Assembled building foundation column reinforcing steel bar control device |
| 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 |
| CN112127641A (en) * | 2020-08-28 | 2020-12-25 | 上海二十冶建设有限公司 | Accurate fixing method for anchor plate foundation bolt |
-
2014
- 2014-07-14 CN CN201420385346.3U patent/CN204059395U/en not_active Expired - Fee Related
Cited By (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104805862B (en) * | 2015-04-30 | 2018-01-02 | 中国化学工程第三建设有限公司 | Round equipment basis foundation bolt positioning disk and localization method |
| CN104805862A (en) * | 2015-04-30 | 2015-07-29 | 中国化学工程第三建设有限公司 | Positioning plate for foundation bolt of round equipment foundation and positioning method |
| 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 |
| CN105239596A (en) * | 2015-10-03 | 2016-01-13 | 中国轻工业长沙工程有限公司 | Method for mounting pre-embedded bolts of large paper machine |
| CN105887917A (en) * | 2016-04-13 | 2016-08-24 | 中国十七冶集团有限公司 | Quick processing, mounting and alignment method for foundation bolt sleeve |
| CN105887917B (en) * | 2016-04-13 | 2018-02-02 | 中国十七冶集团有限公司 | A kind of foundation bolt sleeve rapid processing, installation, the method for centering |
| CN105735342A (en) * | 2016-04-14 | 2016-07-06 | 中国五冶集团有限公司 | Device for embedding of foundation anchor bolt hole of power plant dust remover |
| CN107859037A (en) * | 2017-10-31 | 2018-03-30 | 中国五冶集团有限公司 | The installation detent mechanism and method of a kind of large-scale embedded parts anchor structure |
| CN107859037B (en) * | 2017-10-31 | 2019-09-27 | 中国五冶集团有限公司 | A kind of installation and locating method of the installation positioning mechanism of large-scale embedded parts anchor structure |
| 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 |
| 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 |
| CN109944270A (en) * | 2019-04-04 | 2019-06-28 | 河北建设勘察研究院有限公司 | A kind of photo-thermal power station tower foundation foundation bolt fast-positioning device |
| CN110080271A (en) * | 2019-04-19 | 2019-08-02 | 中国二十二冶集团有限公司 | The construction method of the pre-buried quality control of foundation bolt embedded part |
| CN110080271B (en) * | 2019-04-19 | 2021-06-08 | 中国二十二冶集团有限公司 | Construction method for embedded quality control of foundation bolt embedded part |
| CN110685442A (en) * | 2019-08-26 | 2020-01-14 | 锦萧建筑科技有限公司 | Assembled building foundation column reinforcing steel bar control device |
| 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 |
| 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 |
| CN112127641A (en) * | 2020-08-28 | 2020-12-25 | 上海二十冶建设有限公司 | Accurate fixing method for anchor plate foundation bolt |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204059395U (en) | The pre-buried location structure of stone bolt | |
| CN203320700U (en) | Steel structure column foot connecting structure | |
| CN204054323U (en) | Steel construction assembled beam making bench | |
| CN103174166B (en) | A kind of recreation facility built-in fitting of complete integral installation and mounting method thereof | |
| CN102828469B (en) | Positioning mounting construction method for triangular steel constructed pillar of inclined-leg steel box | |
| CN203729319U (en) | Locating steel frame of pre-buried annularly-distributed ground bolt group | |
| CN203247603U (en) | High-order rag bolt positioner | |
| CN103397701A (en) | Adjustable positioning structure for pre-buried bolt double-layered positioning plate and construction method | |
| CN104120802B (en) | Simple method for mounting and locating seismic isolation support | |
| CN104404882A (en) | Assistant mounting die for support and construction method thereof | |
| CN202117074U (en) | Foundation bed steel structure for positioning and mounting base of tower crane | |
| CN203626055U (en) | Super-high-rise large-section half-embedded type intensive anchor bar steel column base locating support | |
| CN103061249A (en) | Quick positioning construction device and construction method for steel-pipe column of bridge | |
| CN203939041U (en) | Adjustable steel structural column lower margin | |
| CN202081427U (en) | Embedded bolt positioning device for tower crane foundation | |
| CN103603503A (en) | Anchor bolt installing method | |
| CN203383332U (en) | Adjustable positioning structure with two positioning plates for embedded bolts | |
| CN103967332B (en) | The construction method of a kind of building site enclosing | |
| CN203782670U (en) | Floating box platform for over-water construction | |
| CN103174155B (en) | Reverse construction method for erecting steel column and pouring concrete foundation | |
| CN103883845A (en) | Method and pad iron assembly for adjusting elevation of flat pad iron by aid of three bolt reinforcements | |
| CN103953194B (en) | A kind of variable-section variable gradient concrete in mass guiding gutter construction method | |
| CN102995653A (en) | Side-type high-precision rapid locator for foundation bolts | |
| CN205476528U (en) | Precast pile device of taking one's place fast | |
| CN203905043U (en) | Foundation bolt support |
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: 20141231 Termination date: 20210714 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |