CN103485361A - Integral embedded structure of groups of double-end foundation bolts and method for constructing integral embedded structure - Google Patents
Integral embedded structure of groups of double-end foundation bolts and method for constructing integral embedded structure Download PDFInfo
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- CN103485361A CN103485361A CN201310424730.XA CN201310424730A CN103485361A CN 103485361 A CN103485361 A CN 103485361A CN 201310424730 A CN201310424730 A CN 201310424730A CN 103485361 A CN103485361 A CN 103485361A
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- bolt
- double end
- fixed head
- installing hole
- stone bolt
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Abstract
The invention discloses an integral embedded structure of groups of double-end foundation bolts and a method for constructing the integral embedded structure. The integral embedded structure comprises a plurality of units arranged at intervals. Each unit comprises a fixing base, a fixing plate and a group of double-end foundation bolts, each fixing plate is positioned above the corresponding fixing base, the double-end foundation bolts are respectively perpendicular to the fixing bases and the fixing plates, two ends of each double-end foundation bolt are respectively connected with the corresponding fixing base and the corresponding fixing plate in a threaded manner, the top of each double-end foundation bolt is positioned above the corresponding fixing plate, and the various fixing plates are connected with one another by connecting pieces to form a net structure. The method includes forming holes in the fixing bases and the fixing plates; arranging nuts at the holes; connecting the lower ends of the various double-end foundation bolts with the corresponding nuts in a threaded manner; mounting the fixing plates above the corresponding fixing bases; connecting the upper ends of the various double-end foundation bolts with the corresponding nuts in a threaded manner; connecting the various fixing plates with one another by the connecting pieces to form the net structure. The integral embedded structure and the method have the advantage that the double-end foundation bolt mounting precision can be advantageously guaranteed for ultra-long mechanical equipment.
Description
Technical field
The present invention relates to group's double end stone bolt integral built-in structure of a kind of overlength plant equipment foundation construction field application, and the job practices of this structure.
Background technology
The length of overlength plant equipment all is greater than 200m, and some reaches 274m.The installation accuracy of overlength plant equipment is had relatively high expectations, and this just needs for the installation accuracy of the stone bolt of fixed equipment higher.Stone bolt corresponding to some overlength plant equipment is the double end stone bolt of the full screw mandrel of a kind of high strength, is arranged on the super large rectangular foundation.This double end stone bolt requires the quantity of installation more, is generally that several double end stone bolt are one group, and between each group, interval is arranged.Each position accuracy demand of organizing the double end stone bolt is higher.At present, when this group type double end stone bolt is installed, there is no applicable job practices, long construction period, construction quality is poor, is difficult to guarantee the installation accuracy of stone bolt.
Summary of the invention
The technical problem that the present invention solves is to provide a kind of group's double end stone bolt integral built-in structure of installation accuracy of the double end stone bolt that is conducive to guarantee the overlength plant equipment.
The technical solution adopted for the present invention to solve the technical problems is: group's double end stone bolt integral built-in structure, comprise a plurality of unit that are intervally arranged, each unit comprises firm banking, is positioned at fixed head and one group of double end stone bolt of firm banking top, the double end stone bolt is vertical with firm banking and fixed head respectively, the two ends of double end stone bolt are threaded with firm banking and fixed head respectively, the top of double end stone bolt is positioned at the top of fixed head, and each fixed head connects into net structure by connector.
Can guarantee that the double end stone bolt vertically is in place on the one hand, on the other hand owing to forming net structure, in casting process, each double end stone bolt is difficult for being offset.Effectively guarantee installation accuracy.
Further: the number of one group of double end stone bolt is 2, and 2 double end stone bolt are separately positioned on the two ends of fixed head.
Further: be provided with the shearing resistance box on fixed head.
Further: be provided with the bolt of fixing plate installing hole on fixed head, the bolt of fixing plate installing hole is screwed hole, and the double end stone bolt is threaded with fixed head by upper end nut and bolt of fixing plate installing hole; Be provided with the bolt of lower base installing hole on firm banking, the bolt of lower base installing hole is screwed hole, and the double end stone bolt is threaded with firm banking by bolt of lower base installing hole and lower end nut.
Further: unit is the capable M row of N mode and arranges.
Further: the top overcoat of double end stone bolt has protection tube.
The present invention also provides a kind of job practices of said structure, is specially:
A, make a plurality of firm bankings and a plurality of fixed head, open the bolt of lower base installing hole on firm banking, the bolt of lower base installing hole is screwed hole, open the bolt of fixing plate installing hole on fixed head, the bolt of fixing plate installing hole is screwed hole, wherein, when fixed head is arranged on the top of corresponding firm banking, the axial line of assurance bolt of lower base installing hole overlaps with the axial line of corresponding bolt of fixing plate installing hole;
B, by each firm banking location, at each bolt of lower base installing hole place, lower end nut is set, the lower end of each double end stone bolt is threaded with corresponding lower end nut and bolt of lower base installing hole;
C, fixed head is arranged on to the top of corresponding firm banking, and at the bolt of fixing plate installing hole place of fixed head, end nut is set, the upper end of each double end stone bolt is threaded with corresponding upper end nut and bolt of fixing plate installing hole, and the top of double end stone bolt is positioned at the top of fixed head;
D, by connector, each fixed head is connected into to net structure.
Further: also comprise step e, at the top of each double end stone bolt overcoat protection tube.
Further: be provided with the shearing resistance box on fixed head.
Further: each firm banking is the capable M row of N mode and arranges.
The invention has the beneficial effects as follows: application the present invention can effectively guarantee the installation accuracy of each double end stone bolt.Simple in structure, easily processing, cost is low.It is easy, efficient and convenient to install, and construction speed is fast.Accuracy control method is simple, feasible, precision precise control, reliable in quality.Good stability, fixation, applicability is good.
The accompanying drawing explanation
Fig. 1 is for to connect into cancellated schematic diagram by connector by each fixed head;
The schematic diagram that Fig. 2 is fixed head and firm banking;
In figure, be labeled as: connector 1, upper end nut 2, double end stone bolt 3, lower end nut 4, firm banking 5, shearing resistance box 6, fixed head 7, bolt of fixing plate installing hole 8, bolt of lower base installing hole 9, protection tube 10.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the present invention is further described.
As depicted in figs. 1 and 2, group of the present invention double end stone bolt integral built-in structure, comprise a plurality of unit that are intervally arranged, each unit comprises firm banking 5, is positioned at fixed head 7 and one group of double end stone bolt 3 of firm banking 5 tops, double end stone bolt 3 is vertical with firm banking 5 and fixed head 7 respectively, the two ends of double end stone bolt 3 are threaded with firm banking 5 and fixed head 7 respectively, the top of double end stone bolt 3 is positioned at the top of fixed head 7, and each fixed head 7 connects into net structure by connector 1.The top of double end stone bolt 3 is positioned at the top of fixed head 7, and namely the upper end threaded portion of double end stone bolt 3 is exposed at the top of fixed head 7 outward, for join dependency structure and equipment.Dual positioning effect by firm banking 5 and fixed head 7, can effectively guarantee that double end stone bolt 3 vertically arranges, arrange vertical with horizontal plane namely, and in casting process, because the Dual positioning effect of firm banking 5 and fixed head 7 can make double end stone bolt 3 be difficult for the occurrence positions skew.Simultaneously, owing to by connector, each fixed head 7 being connected into to net structure, thereby make unit form an integral body.The position of the double end stone bolt 3 arranged on unit is subject to the restriction of other unit, makes the position of each double end stone bolt 3 fix, difficult departing from, thus effectively guaranteed the installation accuracy of double end stone bolt 3.Above-mentioned connector can be steel bar, steel pipe, steel plate etc.
The number of above-mentioned one group of double end stone bolt can be 2,3,4 etc.Can set according to the real needs of equipment.For example the number of one group of double end stone bolt is 2, and 2 double end stone bolt are separately positioned on the two ends of fixed head 7.The two ends that above-mentioned 2 double end stone bolt are separately positioned on fixed head 7 are conducive to make fixed head 7 stressed evenly, not yielding, thereby are conducive to guarantee the installation accuracy of double end stone bolt.
Further, on the basis of the above, be provided with shearing resistance box 6 on fixed head 7.The box body that shearing resistance box 6 is a upper end open, the box body inner hollow, can be made by steel plate.Shearing resistance box 6 is, for convenient, steel column is set within it, and then connects other steel work on steel column.
The connected mode of double end stone bolt 3 and fixed head 7 and firm banking 5 has multiple, and for example double end stone bolt 3 is threaded and is threaded with fixed head 7 by nut with the screwed hole on firm banking 5.But arrange like this, fixing of double end stone bolt 3 is firm not.Be convenient to installation and fixed in order to make double end stone bolt 3, be provided with bolt of fixing plate installing hole 8 on fixed head 7, bolt of fixing plate installing hole 8 is screwed hole, and double end stone bolt 3 is threaded with fixed head 7 by upper end nut 2 and bolt of fixing plate installing hole 8; Be provided with bolt of lower base installing hole 9 on firm banking 5, bolt of lower base installing hole 9 is screwed hole, and double end stone bolt 3 is threaded with firm banking 5 by bolt of lower base installing hole 9 and lower end nut 4.
Above-mentioned unit can need to be arranged according to equipment.It is to be the capable M row of N mode to arrange that general device requires.At this moment, can will be connected with adjacent two fixed heads of a line and same row by connector, as shown in Figure 1, with this, form net structure.
In order to avoid the screw top of double end stone bolt damaged when the concreting, on the basis of the above, the top overcoat of double end stone bolt 3 has protection tube 10.Above-mentioned protection tube 10 can be pvc pipe etc.Protection tube 10 can be protected the screw top of double end stone bolt 3.
Be below the job practices of above-mentioned pre-buried structure:
A, make a plurality of firm bankings 5 and a plurality of fixed head 7, open bolt of lower base installing hole 9 on firm banking 5, bolt of lower base installing hole 9 is screwed hole, open bolt of fixing plate installing hole 8 on fixed head 7, bolt of fixing plate installing hole 8 is screwed hole, wherein, when fixed head 7 is arranged on the top of corresponding firm banking 5, the axial line of assurance bolt of lower base installing hole 9 overlaps with the axial line of corresponding bolt of fixing plate installing hole 8, can guarantee that like this double end stone bolt is vertical with firm banking with fixed head after installing, and then can guarantee that the double end stone bolt is vertical with horizontal plane,
B, by each firm banking 5 location, firm banking 5 can be fixed on pouring pile head, at each bolt of lower base installing hole place, lower end nut 4 is set, the lower end of each double end stone bolt 3 is threaded with corresponding lower end nut 4 and bolt of lower base installing hole 9, protruded length by lower end nut 4 capable of regulating double end stone bolt 3, make it to meet installation code;
C, fixed head 7 is arranged on to the top of corresponding firm banking 5, its top of concrete after highly guaranteeing fixed head 7 end faces and building is concordant, and at bolt of fixing plate installing hole 8 places of fixed head 7, end nut 2 is set, the upper end of each double end stone bolt 3 is threaded with corresponding upper end nut 2 and bolt of fixing plate installing hole 8, the top of double end stone bolt 3 is positioned at the top of fixed head 7, while arranging, can directly the top of double end stone bolt 3 be pressed into and pass the bolt of fixing plate installing hole 8 of fixed head 7, screw thread by each double end stone bolt 3 upper ends and bolt of fixing plate installing hole 8 coordinate to come supporting and location fixed head 7, then lock double end stone bolt 3 by upper end nut 2,
D, by connector 1, each fixed head 7 is connected into to net structure, protected for the screw top to the double end stone bolt, also comprise step e, at the top of each double end stone bolt overcoat protection tube 10.But last concreting forms final foundation structure.
Claims (10)
1. group's double end stone bolt integral built-in structure, it is characterized in that: comprise a plurality of unit that are intervally arranged, each unit comprises firm banking (5), be positioned at fixed head (7) and one group of double end stone bolt (3) of firm banking (5) top, double end stone bolt (3) is vertical with firm banking (5) and fixed head (7) respectively, the two ends of double end stone bolt (3) are threaded with firm banking (5) and fixed head (7) respectively, the top of double end stone bolt (3) is positioned at the top of fixed head (7), each fixed head (7) connects into net structure by connector (1).
2. group as claimed in claim 1 double end stone bolt integral built-in structure, it is characterized in that: the number of one group of double end stone bolt is 2, and 2 double end stone bolt are separately positioned on the two ends of fixed head (7).
3. group as claimed in claim 1 double end stone bolt integral built-in structure, is characterized in that: be provided with shearing resistance box (6) on fixed head (7).
4. group as claimed in claim 1 double end stone bolt integral built-in structure, it is characterized in that: be provided with bolt of fixing plate installing hole (8) on fixed head (7), bolt of fixing plate installing hole (8) is screwed hole, and double end stone bolt (3) is threaded with fixed head (7) by upper end nut (2) and bolt of fixing plate installing hole (8); Be provided with bolt of lower base installing hole (9) on firm banking (5), bolt of lower base installing hole (9) is screwed hole, and double end stone bolt (3) is threaded with firm banking (5) by bolt of lower base installing hole (9) and lower end nut (4).
5. group as claimed in claim 1 double end stone bolt integral built-in structure, it is characterized in that: unit is the capable M row of N mode and arranges.
6. group as claimed in claim 1 double end stone bolt integral built-in structure, it is characterized in that: the top overcoat of double end stone bolt (3) has protection tube (10).
7. the job practices of group claimed in claim 1 double end stone bolt integral built-in structure is characterized in that:
A, make a plurality of firm bankings (5) and a plurality of fixed head (7), open bolt of lower base installing hole (9) on firm banking (5), bolt of lower base installing hole (9) is screwed hole, open bolt of fixing plate installing hole (8) on fixed head (7), bolt of fixing plate installing hole (8) is screwed hole, wherein, when fixed head (7) is arranged on the top of corresponding firm banking (5), the axial line of assurance bolt of lower base installing hole (9) overlaps with the axial line of corresponding bolt of fixing plate installing hole (8);
B, by each firm banking (5) location, at each bolt of lower base installing hole place, lower end nut (4) is set, the lower end of each double end stone bolt (3) is threaded with corresponding lower end nut (4) and bolt of lower base installing hole (9);
C, fixed head (7) is arranged on to the top of corresponding firm banking (5), and at the bolt of fixing plate installing hole place of fixed head (7), upper end nut (2) is set, the upper end of each double end stone bolt (3) is threaded with corresponding upper end nut (2) and bolt of fixing plate installing hole (8), and the top of double end stone bolt (3) is positioned at the top of fixed head (7);
D, by connector (1), each fixed head (7) is connected into to net structure.
8. job practices as claimed in claim 7, is characterized in that: also comprise step e, at the top of each double end stone bolt overcoat protection tube (10).
9. job practices as claimed in claim 7, is characterized in that: be provided with shearing resistance box (6) on fixed head.
10. as claim 7,8 or 9 described job practicess, it is characterized in that: each firm banking is the capable M row of N mode and arranges.
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CN201310424730.XA CN103485361B (en) | 2013-09-17 | 2013-09-17 | Group's double end stone bolt integral built-in structure and construction method thereof |
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CN201310424730.XA CN103485361B (en) | 2013-09-17 | 2013-09-17 | Group's double end stone bolt integral built-in structure and construction method thereof |
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CN103485361B CN103485361B (en) | 2016-01-20 |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105926663A (en) * | 2016-05-09 | 2016-09-07 | 中国十九冶集团有限公司 | Positioning and installing method for annular foundation bolt group |
CN112901914A (en) * | 2021-01-26 | 2021-06-04 | 中国化学工程第三建设有限公司 | Foundation bolt group positioning and fixing device and method |
Citations (6)
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JPS57187430A (en) * | 1981-05-13 | 1982-11-18 | Hitachi Ltd | Earthquake-proof structure for foundation of high-temperature equipment installation |
CN101225917A (en) * | 2008-02-13 | 2008-07-23 | 赵正义 | Vertical locating connection construction for novel sill anchor |
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 |
CN201908317U (en) * | 2010-12-28 | 2011-07-27 | 贵阳铝镁设计研究院有限公司 | High-flatness adjusting structure for equipment foundation |
CN202117074U (en) * | 2011-06-23 | 2012-01-18 | 中冶建工集团有限公司 | Foundation bed steel structure for positioning and mounting base of tower crane |
CN202164620U (en) * | 2011-06-02 | 2012-03-14 | 赵正义 | Positioning vertical connecting structure for underframe beam of tower machine |
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2013
- 2013-09-17 CN CN201310424730.XA patent/CN103485361B/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
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JPS57187430A (en) * | 1981-05-13 | 1982-11-18 | Hitachi Ltd | Earthquake-proof structure for foundation of high-temperature equipment installation |
CN101225917A (en) * | 2008-02-13 | 2008-07-23 | 赵正义 | Vertical locating connection construction for novel sill anchor |
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 |
CN201908317U (en) * | 2010-12-28 | 2011-07-27 | 贵阳铝镁设计研究院有限公司 | High-flatness adjusting structure for equipment foundation |
CN202164620U (en) * | 2011-06-02 | 2012-03-14 | 赵正义 | Positioning vertical connecting structure for underframe beam of tower machine |
CN202117074U (en) * | 2011-06-23 | 2012-01-18 | 中冶建工集团有限公司 | Foundation bed steel structure for positioning and mounting base of tower crane |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105926663A (en) * | 2016-05-09 | 2016-09-07 | 中国十九冶集团有限公司 | Positioning and installing method for annular foundation bolt group |
CN105926663B (en) * | 2016-05-09 | 2018-03-30 | 中国十九冶集团有限公司 | The locating mounting method of annular foundation bolt group |
CN112901914A (en) * | 2021-01-26 | 2021-06-04 | 中国化学工程第三建设有限公司 | Foundation bolt group positioning and fixing device and method |
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