CN102425187B - Large steel structure heel embedded part positioning device and method - Google Patents
Large steel structure heel embedded part positioning device and method Download PDFInfo
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- CN102425187B CN102425187B CN 201110253399 CN201110253399A CN102425187B CN 102425187 B CN102425187 B CN 102425187B CN 201110253399 CN201110253399 CN 201110253399 CN 201110253399 A CN201110253399 A CN 201110253399A CN 102425187 B CN102425187 B CN 102425187B
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Abstract
The invention relates to a large steel structure heel embedded part positioning device and method. The positioning device comprises a positioning plate and connecting members, wherein the positioning plate is provided with a bolt hole, the bolt hole is matched with a pre-positioned heel embedded part bolt in structure and position, and one surface of the positioning plate is provided with at least four or more connecting members. The method comprises the steps of: firstly, binding a low layer of reinforcement bars in a large steel structure foundation; secondly, welding the connecting memberson the lower layer of reinforcement bars, determining the bottom end position of the heel embedded part bolt by using a transit and a leveling instrument, and then binding a middle layer and an upperlayer of reinforcement bars, regulating the upper end position of the bolt by using a plumb bob and the leveling instrument; and finally, fastening the heel embedded part bolt and a heel embedded part. Compared with the prior art, the invention has the beneficial effects of simple structure, convenience for installation and low cost, and ensures that a heel embedded part bolt rod does not inclineor displace in a process of poring concrete so that the heel embedded part is positioned more accurately and the engineering quality is improved.
Description
Technical field
The present invention relates to a kind of positioner, particularly a kind of large-scale steel structure pedestal embedded part positioner and localization method thereof.
Background technology
In the construction of large-scale steel structure, at first pedestal embedded part to be installed, the installation of pedestal embedded part need to be determined the exact position of pedestal embedded part, usually all adopt the bolt of pedestal embedded part be located and install fixing, so the location of the bolt of pedestal embedded part is even more important for the location of large-scale steel structure.If locate inaccurately, will cause the installation of whole large-scale steel structure to carry out smoothly.
In traditional large-scale steel structure construction, mounting method for pedestal embedded part is after the upper, middle and lower-ranking reinforcement foundation colligation of large-scale steel structure, utilize transit and level gauge in the plane of upper strata reinforcement foundation, to determine the position of pedestal embedded part bolt, then shank of bolt is inserted in the compound steel muscle basis, and it is welded on the reinforcement foundation of upper strata, again pedestal embedded part is connected with the bolt of welding and fastening, then fluid concrete in the foundation pit.The drawback of this method is mainly and shows behind the embedded part Bolt to position, because the reinforcing bar foundation depth of large-scale steel structure is larger, the length that the shank of bolt of pedestal embedded part inserts in the reinforcing bar basis is longer, and the part bottom that shank of bolt inserts does not have fastener, in the process of fluid concrete, because concrete fluidised form character causes shank of bolt to tilt.As everyone knows, 2 definite straight lines, how with the bottom precise positioning of pedestal embedded part shank of bolt and fastening be the key point of pedestal embedded part precise positioning, but in existing job practices, because after the basis colligation of the reinforcing bar in upper strata and middle level, anyhow the slit of reinforcing bar is less, and the location, bottom of pedestal embedded part bolt is difficult to realize.
Summary of the invention
The objective of the invention is to overcome the deficiency of existing technologies, a kind of large-scale steel structure pedestal embedded part positioner and localization method thereof of simple in structure, easy for installation, accurate positioning is provided.
For achieving the above object, the present invention is achieved through the following technical solutions:
Large-scale steel structure pedestal embedded part positioner, comprise location-plate and connector, described location-plate is provided with bolt hole, and described bolt hole structure all matches with the pedestal embedded part bolt of pre-determined bit with the position, and the one side of location-plate is provided with at least four or more connector.
Described location-plate adopts steel plate to make, and its thickness is D, and the scope of D is D 〉=20mm.
Described connector is vertically set on respectively on the same face of location-plate.
Described connector adopts angle steel or shaped steel to make.
Described location-plate adopts the mode of welding to be connected with connector.
Described each connector length L is identical, and the scope of L is 200-300mm.
Large-scale steel structure pedestal embedded part localization method, the method comprises the steps:
1) make location-plate, according to diameter and the relative position of the pedestal embedded part bolt of pre-installation location, get thickness more than or equal to the steel plate of 20mm, boring makes the hole on the steel plate match with the pedestal embedded part bolt of pre-determined bit thereon;
2) lower floor's reinforcing bar of large-scale steel structure pedestal embedded part is installed, according to the pedestal embedded part design of the large-scale steel structure of pre-installation, in foundation ditch, is laid and colligation lower floor reinforcing bar;
3) connector is welded on the location-plate, utilizes level gauge to guarantee that the bottom of location-plate and connector is respectively horizontal plane after the welding;
4) end with the pedestal embedded part bolt of pre-determined bit adopts respective nut to be fixed on the location-plate, and fastening with track wrench;
5) utilize transit to determine the position of the pedestal embedded part bolt of pre-determined bit, the levelling of recycling level gauge, then will weld in the position of finding accurately of lower floor's reinforcing bar with the positioner of pedestal embedded part bolt, and then guarantee that the bottom of pedestal embedded part bolt is fixed on design attitude;
6) successively colligation middle level reinforcing bar and top reinforcement;
7) the pedestal embedded part bolt is passed the pedestal embedded part that is arranged on above the top reinforcement, utilize line pendant and level gauge to determine the upper end position of pedestal embedded part bolt, and adjust the position of pedestal embedded part;
8) at last pedestal embedded part and pedestal embedded part bolt are fixed with nut.
Compared with prior art, the invention has the beneficial effects as follows: positioning device structure of the present invention is simple, easy for installation, with low cost, and the job site makes easily; Guarantee that the pedestal embedded part shank of bolt can run-off the straight or displacement in the process of fluid concrete, and then make the location of pedestal embedded part more accurate, workmanship is improved.
Description of drawings
Fig. 1 is the structural representation of positioner of the present invention.
Fig. 2 is positioner scheme of installation of the present invention.
Fig. 3 is the lateral view of Fig. 2.
Among the figure: the upper steel bar layer 4-pedestal embedded part 5-nut 6-shank of bolt 7-location-plate 8-connector 9-bolt hole of steel bar layer 3-among the steel bar layer 2-under the 1-
The specific embodiment
Below in conjunction with accompanying drawing the specific embodiment of the present invention is described in further detail.
Embodiment one, large-scale steel structure pedestal embedded part positioner, as shown in Figure 1, comprise location-plate 7 and connector 8, described location-plate 7 is provided with bolt hole 9, and described bolt hole 9 structures all match with pedestal embedded part 4 bolts of pre-determined bit with the position, and the one side of location-plate 7 is provided with connector 8, location-plate 7 adopts steel plate to make, and its thickness is 25mm; Connector 8 is that four identical angle steel of structure are made, and connector 8 is vertically welded in respectively on the same face of location-plate 7, and the length of each connector 8 is 220mm.
Large-scale steel structure pedestal embedded part localization method, such as Fig. 2, shown in Figure 3, the method comprises the steps:
1) make location-plate 7, according to diameter and the relative position of pedestal embedded part 4 bolts of pre-installation location, get the steel plate that thickness is 25mm, boring makes the bolt hole 9 on the steel plate match with the shank of bolt 6 of the pedestal embedded part bolt of pre-determined bit thereon;
2) the lower steel bar layer 1 of large-scale steel structure pedestal embedded part 4 is installed, according to the design of the pedestal embedded part 4 of the large-scale steel structure of pre-installation, steel bar layer 1 under in foundation ditch, laying;
3) connector 8 is welded on the location-plate 7, utilizes level gauge to guarantee that the bottom of location-plate 7 and connector 8 is respectively on horizontal plane after the welding;
4) end with pedestal embedded part 4 shanks of bolt 6 of pre-determined bit adopts respective nut 5 to be fixed on the location-plate 7, and fastening with track wrench;
5) utilize transit to determine the position of pedestal embedded part 4 bolts of pre-determined bit, the levelling of recycling level gauge, then will weld in the position that lower steel bar layer 1 is found accurately with the positioner of pedestal embedded part 4 shanks of bolt 6, and then guarantee that the bottom of pedestal embedded part 4 bolts is fixed on design attitude;
6) successively steel bar layer 2 and upper steel bar layer 3 in the colligation;
7) pedestal embedded part 4 shanks of bolt 6 are passed the pedestal embedded part 4 that is arranged on above the upper steel bar layer 3, utilize line pendant and level gauge to determine the upper end position of pedestal embedded part 4 shanks of bolt 6, and adjust the position of pedestal embedded part 4;
8) at last that pedestal embedded part 4 is fixing with pedestal embedded part 4 shanks of bolt 6 usefulness nuts 5.
Embodiment two, large-scale steel structure pedestal embedded part positioner, as shown in Figure 1, comprise location-plate 7 and connector 8, described location-plate 7 is provided with bolt hole 9, and described bolt hole 9 structures all match with pedestal embedded part 4 bolts of pre-determined bit with the position, and the one side of location-plate 7 is provided with connector 8, location-plate 7 adopts steel plate to make, and its thickness is 30mm; Connector 8 is that four identical shaped steel of structure are made, and connector 8 is vertically welded in respectively on the same face of location-plate 7, and the length of each connector 8 is 250mm.
Large-scale steel structure pedestal embedded part localization method, such as Fig. 2, shown in Figure 3, the method comprises the steps:
1) make location-plate 7, according to diameter and the relative position of pedestal embedded part 4 bolts of pre-installation location, get the steel plate that thickness is 25mm, boring makes the bolt hole 9 on the steel plate match with the shank of bolt 6 of the pedestal embedded part bolt of pre-determined bit thereon;
2) the lower steel bar layer 1 of large-scale steel structure pedestal embedded part 4 is installed, according to the design of the pedestal embedded part 4 of the large-scale steel structure of pre-installation, steel bar layer 1 under in foundation ditch, laying;
3) connector 8 is welded on the location-plate 7, utilizes level gauge to guarantee that the bottom of location-plate 7 and connector 8 is respectively on horizontal plane after the welding;
4) end with pedestal embedded part 4 shanks of bolt 6 of pre-determined bit adopts respective nut 5 to be fixed on the location-plate 7, and fastening with track wrench;
5) utilize transit to determine the position of pedestal embedded part 4 bolts of pre-determined bit, the levelling of recycling level gauge, then will weld in the position that lower steel bar layer 1 is found accurately with the positioner of pedestal embedded part 4 shanks of bolt 6, and then guarantee that the bottom of pedestal embedded part 4 bolts is fixed on design attitude;
6) successively steel bar layer 2 and upper steel bar layer 3 in the colligation;
7) pedestal embedded part 4 shanks of bolt 6 are passed the pedestal embedded part 4 that is arranged on above the upper steel bar layer 3, utilize line pendant and level gauge to determine the upper end position of pedestal embedded part 4 shanks of bolt 6, and adjust the position of pedestal embedded part 4;
8) at last that pedestal embedded part 4 is fixing with pedestal embedded part 4 shanks of bolt 6 usefulness nuts 5.
Claims (1)
1. large-scale steel structure pedestal embedded part localization method, the positioner that adopts comprises location-plate and connector, described location-plate is provided with bolt hole, described bolt hole structure all matches with the pedestal embedded part bolt of pre-determined bit with the position, the one side of location-plate is provided with at least four connectors, it is characterized in that, the method comprises the steps:
1) make location-plate, according to diameter and the relative position of the pedestal embedded part bolt of pre-installation location, get thickness more than or equal to the steel plate of 20mm, boring makes the hole on the steel plate match with the pedestal embedded part bolt of pre-determined bit thereon;
2) lower floor's reinforcing bar of large-scale steel structure pedestal embedded part is installed, according to the pedestal embedded part design of the large-scale steel structure of pre-installation, in foundation ditch, is laid and colligation lower floor reinforcing bar;
3) connector is welded on the location-plate, utilizes level gauge to guarantee that the bottom of connector and location-plate are respectively horizontal plane after the welding;
4) end with the pedestal embedded part bolt of pre-determined bit adopts respective nut to be fixed on the location-plate, and fastening with track wrench;
5) utilize transit to determine the position of the pedestal embedded part bolt of pre-determined bit, the levelling of recycling level gauge, then will weld in the position of finding accurately of lower floor's reinforcing bar with the positioner of pedestal embedded part bolt, and then guarantee that the bottom of pedestal embedded part bolt is fixed on design attitude;
6) successively colligation middle level reinforcing bar and top reinforcement;
7) the pedestal embedded part bolt is passed the pedestal embedded part that is arranged on above the top reinforcement, utilize line pendant and level gauge to determine the upper end position of pedestal embedded part bolt, and adjust the position of pedestal embedded part;
8) at last pedestal embedded part and pedestal embedded part bolt are fixed with nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110253399 CN102425187B (en) | 2011-08-30 | 2011-08-30 | Large steel structure heel embedded part positioning device and method |
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| Application Number | Priority Date | Filing Date | Title |
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| CN 201110253399 CN102425187B (en) | 2011-08-30 | 2011-08-30 | Large steel structure heel embedded part positioning device and method |
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| CN102425187A CN102425187A (en) | 2012-04-25 |
| CN102425187B true CN102425187B (en) | 2013-10-16 |
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| CN102747782B (en) * | 2012-06-07 | 2017-08-25 | 中国航空规划设计研究总院有限公司 | A kind of adjustable steel structure support seat positioner |
| CN104018514B (en) * | 2014-06-03 | 2015-12-09 | 中化二建集团有限公司 | Large Towers kind equipment basis pre-embedded anchoring bolts inversion construction method |
| CN104831746B (en) * | 2015-06-04 | 2016-06-29 | 国网山东省电力公司经济技术研究院 | Preembedded streetlamp part mounting and positioning device |
| CN107724689B (en) * | 2016-08-12 | 2021-09-10 | 五冶集团上海有限公司 | Construction engineering steel structure measurement construction method |
| CN107023028B (en) * | 2017-04-06 | 2019-02-15 | 濮阳市盛源能源科技股份有限公司 | A kind of positioning construction method of chemical tower foundation built-in bolt |
| CN108643434A (en) * | 2018-06-28 | 2018-10-12 | 张维秀 | A kind of construction method of industrial heating station special-shaped steel structure roof system |
| CN109837922A (en) * | 2019-03-19 | 2019-06-04 | 成都建工工业设备安装有限公司 | A kind of photo-voltaic power generation station pile foundation construction technique |
| CN110847498A (en) * | 2019-11-14 | 2020-02-28 | 上海建工五建集团有限公司 | Built-in section steel column fixing system and application construction method thereof |
| CN110924535B (en) * | 2019-12-02 | 2021-09-14 | 杨涛 | Embedded part construction process for assembly type building |
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| CN101338566A (en) * | 2008-08-29 | 2009-01-07 | 河北省第四建筑工程公司 | Integral built-in process for groups of anchor bolts |
| CN201284485Y (en) * | 2008-10-09 | 2009-08-05 | 浙江省长城建设集团股份有限公司 | Fixing device of stone bolt |
| CN201605595U (en) * | 2009-12-11 | 2010-10-13 | 上海宝冶建设有限公司 | Equipment anchor bolt installation device |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1181343A (en) * | 1997-09-01 | 1999-03-26 | Toshiba Eng Co Ltd | Embedded footing |
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Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101338566A (en) * | 2008-08-29 | 2009-01-07 | 河北省第四建筑工程公司 | Integral built-in process for groups of anchor bolts |
| CN201284485Y (en) * | 2008-10-09 | 2009-08-05 | 浙江省长城建设集团股份有限公司 | Fixing device of stone bolt |
| CN201605595U (en) * | 2009-12-11 | 2010-10-13 | 上海宝冶建设有限公司 | Equipment anchor bolt installation device |
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Free format text: CORRECT: ADDRESS; FROM: 114000 ANSHAN, LIAONING PROVINCE TO: 114039 ANSHAN, LIAONING PROVINCE |
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Effective date of registration: 20140822 Address after: 114039 Anshan province Liaoning City Mountain Road No. 105 building materials Patentee after: CHINA THREE METALLURGICAL GROUP CO., LTD. Address before: 114000 Anshan city in Liaoning province of the Lishan District Road No. 40 Patentee before: The First Construction Engineering Co.,Ltd.,China Third Metallurgical Group Co., Ltd. |