CN103114731B - The method for rapidly mounting of steel-structure factory building stone bolt - Google Patents
The method for rapidly mounting of steel-structure factory building stone bolt Download PDFInfo
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- CN103114731B CN103114731B CN201310044786.2A CN201310044786A CN103114731B CN 103114731 B CN103114731 B CN 103114731B CN 201310044786 A CN201310044786 A CN 201310044786A CN 103114731 B CN103114731 B CN 103114731B
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- slab rubber
- bamboo slab
- stone bolt
- reinforcing bar
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Abstract
The present invention relates to the mounting method of steel-structure factory building stone bolt, be specially a kind of method for rapidly mounting of steel-structure factory building stone bolt, solve the problem that when existing steel-structure factory building stone bolt is installed, efficiency of construction is lower.The method for rapidly mounting of steel-structure factory building stone bolt, comprises the steps: to get top bamboo slab rubber and bottom bamboo slab rubber; To all stone bolt of basic stand column reinforcing cage be put into successively through the locating hole on bottom bamboo slab rubber and top bamboo slab rubber; Often arrange common vertical on stone bolt to be welded with lower horizontal and to fix reinforcing bar, two row's stone bolt relatively between foot bolt common vertical be welded with lower vertical and fix reinforcing bar; The upper level be fixed on stone bolt is set above the bamboo slab rubber of top and fixes reinforcing bar and Upper vertical is fixed reinforcing bar and welds together with the main muscle in basic stand column reinforcing cage; Remove top bamboo slab rubber.Construction method efficiency of construction of the present invention is high, can be widely used in the installation of steel-structure factory building stone bolt.
Description
Technical field
The present invention relates to the mounting method of steel-structure factory building stone bolt, be specially a kind of method for rapidly mounting of steel-structure factory building stone bolt.
Background technology
In steel-structure factory building work progress, stone bolt is the connecting elements connecting agent structure and basis, and thus the position control of stone bolt is the key of position control in foundation construction.Main muscle in stone bolt and basic stand column reinforcing cage is directly fixed together when installing by current stone bolt, bonding strength is low, poor reliability, in follow-up construction outside power particularly concrete vibrate effect under, stone bolt may produce larger displacement thus cause position control to be forbidden, to further increase in subsequent construction the measurement of stone bolt position and correction work amount, add construction cost.And single stone bolt is installed during construction, efficiency of construction is low, and overall axial line control difficulty is large, easily occurs deviation, directly affects the installation in position of steel work.
Summary of the invention
The present invention, in order to solve the problem that when existing steel-structure factory building stone bolt is installed, efficiency of construction is lower, provides a kind of method for rapidly mounting of steel-structure factory building stone bolt.
The present invention adopts following technical scheme to realize: the method for rapidly mounting of steel-structure factory building stone bolt, comprises the steps:
(1) the identical top bamboo slab rubber of geomery and bottom bamboo slab rubber is got, the equal symmetry in cross central line both sides of top bamboo slab rubber and bottom bamboo slab rubber has the locating hole of two row's diameters 2-3mm larger than the external diameter of stone bolt, and on top bamboo slab rubber and bottom bamboo slab rubber, the sum of locating hole is all equal with the sum of stone bolt; On top bamboo slab rubber and bottom bamboo slab rubber, the position of locating hole is mutually corresponding;
(2) on the outer wall of top bamboo slab rubber and bottom bamboo slab rubber, common vertical is fixing reinforces the lumps of wood thus top bamboo slab rubber and bottom bamboo slab rubber is linked together, and will put into all stone bolt of basic stand column reinforcing cage successively through the locating hole on bottom bamboo slab rubber and top bamboo slab rubber; Often arrange the lower horizontal that common vertical is welded with between top bamboo slab rubber and bottom bamboo slab rubber on stone bolt and fix reinforcing bar, two row's stone bolt relatively between foot bolt common vertical be welded with the lower vertical fixing reinforcement welding with lower horizontal and fix reinforcing bar;
(3) dismantle bottom bamboo slab rubber and reinforce the lumps of wood, the position of adjustment top bamboo slab rubber makes the center of top bamboo slab rubber and basic center superposition, lower horizontal is fixed reinforcing bar, lower vertical fixes reinforcing bar and main muscle in basic stand column reinforcing cage welds together (when namely offering locating hole on bamboo slab rubber, apart from the distance of bamboo slab rubber end, the spacing in adjacent positioned hole, locating hole should ensure that lower horizontal fixes reinforcing bar, lower vertical fix reinforcing bar and can weld together with the main muscle in basic stand column reinforcing cage);
(4) upper level be fixed on stone bolt is set above the bamboo slab rubber of top by the method for step (two) and fixes reinforcing bar and Upper vertical is fixed reinforcing bar and welds together with the main muscle in basic stand column reinforcing cage; Remove top bamboo slab rubber (upper and lower because of top bamboo slab rubber has fixing reinforcing bar, and when removing top bamboo slab rubber, the instrument destructiveness such as tup removes), complete the installation of stone bolt.
The present invention adopts bamboo slab rubber to be assembled by stone bolt as mould, again the stone bolt assembled is fixed reinforcing bar by level to be fixed together with the main muscle in vertical fixing reinforcing bar and basic stand column reinforcing cage, as long as the center of bamboo slab rubber and the center superposition on basis just can be controlled overall axis like a cork, bonding strength is high, reliability is strong, under the effect of external force, stone bolt can not produce larger displacement, position control is accurate, activity duration shortens 1/3rd, efficiency of construction is high, cost is low, facilitate the installation in position of steel work, avoid later rework.
Construction method efficiency of construction of the present invention is high, solves the problem that when existing steel-structure factory building stone bolt is installed, efficiency of construction is lower, can be widely used in the installation of steel-structure factory building stone bolt.
Accompanying drawing explanation
Fig. 1 is the structural representation of step of the present invention (one).
Fig. 2 is the structural representation of step of the present invention (two).
Fig. 3 is the structural representation of step of the present invention (four).
Fig. 4 is the top view of Fig. 3.
In figure: the bamboo slab rubber of 1-top; 2-bottom bamboo slab rubber; 3-stone bolt; 4-locating hole; 5-reinforces the lumps of wood; 6-lower horizontal fixes reinforcing bar; 7-lower vertical fixes reinforcing bar; The main muscle of 8-; 9-upper level fixes reinforcing bar; 10-Upper vertical fixes reinforcing bar.
Detailed description of the invention
The method for rapidly mounting of steel-structure factory building stone bolt, comprises the steps:
(1) the identical top bamboo slab rubber 1 of geomery and bottom bamboo slab rubber 2 is got, the equal symmetry in cross central line both sides of top bamboo slab rubber 1 and bottom bamboo slab rubber 2 has two row's diameters 2-3mm(2mm, 2.5mm, 3mm larger than the external diameter of stone bolt 3) locating hole 4, on top bamboo slab rubber 1 and bottom bamboo slab rubber 2, the sum of locating hole is all equal with the sum of stone bolt; On top bamboo slab rubber 1 and bottom bamboo slab rubber 2, the position of locating hole 4 is mutually corresponding;
(2) on the outer wall of top bamboo slab rubber 1 and bottom bamboo slab rubber 2, common vertical is fixing reinforces the lumps of wood 5 thus top bamboo slab rubber 1 and bottom bamboo slab rubber 2 is linked together, and will put into all stone bolt 3 of basic stand column reinforcing cage successively through the locating hole 4 on bottom bamboo slab rubber 2 and top bamboo slab rubber 1; Often arrange the common vertical lower horizontal be welded with between top bamboo slab rubber 1 and bottom bamboo slab rubber 2 on stone bolt to fix common vertical between relatively foot bolt 3 that reinforcing bar 6, two arranges stone bolt and be welded with and fix the lower vertical that reinforcing bar 6 welds with lower horizontal and fix reinforcing bar 7;
(3) to dismantle bottom bamboo slab rubber 2 and reinforce the lumps of wood 5, the position of adjustment top bamboo slab rubber 1 makes the center superposition on the center of top bamboo slab rubber 1 and basis, lower horizontal is fixed reinforcing bar 6, lower vertical fixes reinforcing bar 7 and weld together with the main muscle 8 in basic stand column reinforcing cage;
(4) upper level be fixed on stone bolt 3 is set above the bamboo slab rubber of top by the method for step (two) and fixes reinforcing bar 9 and Upper vertical is fixed reinforcing bar 10 and welds together with the main muscle 8 in basic stand column reinforcing cage; Remove top bamboo slab rubber 1, complete the installation of stone bolt.
Claims (1)
1. the method for rapidly mounting of steel-structure factory building stone bolt, is characterized in that: comprise the steps:
(1) the identical top bamboo slab rubber (1) of geomery and bottom bamboo slab rubber (2) is got, the equal symmetry in cross central line both sides of top bamboo slab rubber (1) and bottom bamboo slab rubber (2) has the locating hole (4) of two row's diameters 2-3mm larger than the external diameter of stone bolt (3), and the sum of top bamboo slab rubber (1) and the upper locating hole of bottom bamboo slab rubber (2) is all equal with the sum of stone bolt; The position of top bamboo slab rubber (1) and the upper locating hole (4) of bottom bamboo slab rubber (2) is mutually corresponding;
(2) on the outer wall of top bamboo slab rubber (1) and bottom bamboo slab rubber (2), common vertical is fixing reinforces the lumps of wood (5) thus top bamboo slab rubber (1) and bottom bamboo slab rubber (2) is linked together, and all stone bolt (3) putting into basic stand column reinforcing cage pass the locating hole (4) on bottom bamboo slab rubber (2) and top bamboo slab rubber (1) successively; Often arrange common vertical on stone bolt to be welded with the lower horizontal be positioned between top bamboo slab rubber (1) and bottom bamboo slab rubber (2) and to fix reinforcing bar (6), between the two relatively foot bolts (3) arranging stone bolt, common vertical is welded with and fixes the lower vertical that reinforcing bar (6) welds with lower horizontal and fix reinforcing bar (7);
(3) dismantle bottom bamboo slab rubber (2) and reinforce the lumps of wood (5), the position of adjustment top bamboo slab rubber (1) makes the center superposition on the center of top bamboo slab rubber (1) and basis, lower horizontal is fixed reinforcing bar (6), lower vertical fixes reinforcing bar (7) and weld together with the main muscle (8) in basic stand column reinforcing cage;
(4) upper level be fixed on stone bolt (3) is set above the bamboo slab rubber of top by the method for step (two) and fixes reinforcing bar (9) and Upper vertical is fixed reinforcing bar (10) and welds together with the main muscle (8) in basic stand column reinforcing cage; Remove top bamboo slab rubber (1), complete the installation of stone bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310044786.2A CN103114731B (en) | 2013-02-05 | 2013-02-05 | The method for rapidly mounting of steel-structure factory building stone bolt |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310044786.2A CN103114731B (en) | 2013-02-05 | 2013-02-05 | The method for rapidly mounting of steel-structure factory building stone bolt |
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| Publication Number | Publication Date |
|---|---|
| CN103114731A CN103114731A (en) | 2013-05-22 |
| CN103114731B true CN103114731B (en) | 2015-09-02 |
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| CN201310044786.2A Active CN103114731B (en) | 2013-02-05 | 2013-02-05 | The method for rapidly mounting of steel-structure factory building stone bolt |
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Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107178091B (en) * | 2016-03-10 | 2019-04-23 | 五冶集团上海有限公司 | The pinpoint method of can-type calcine furnace steel construction pillar embedding anchor bolts |
| CN111889909B (en) * | 2020-08-06 | 2021-12-21 | 中铁二十一局集团第三工程有限公司 | Forming and welding process for steel structure embedded foundation bolts |
| CN112144567A (en) * | 2020-09-08 | 2020-12-29 | 中国二十冶集团有限公司 | Fixing method of directly-buried foundation bolt |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1025743A (en) * | 1996-07-10 | 1998-01-27 | Hitachi Metals Ltd | Fixing structure 0f steel-framed column base |
| JP3290636B2 (en) * | 1999-10-06 | 2002-06-10 | 株式会社アルテス | Joint structure between steel column base and foundation concrete |
| CN201770992U (en) * | 2010-07-22 | 2011-03-23 | 武汉一冶钢结构有限责任公司 | Foundation bolt positioning device |
| CN202170636U (en) * | 2011-07-14 | 2012-03-21 | 中建八局第四建设有限公司 | Mould for pre-embedded foundation bolt of steel structural foundation |
| CN102619173A (en) * | 2012-04-25 | 2012-08-01 | 中铁大桥局集团第五工程有限公司 | Construction method of large bridge steel guardrail concrete base |
-
2013
- 2013-02-05 CN CN201310044786.2A patent/CN103114731B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1025743A (en) * | 1996-07-10 | 1998-01-27 | Hitachi Metals Ltd | Fixing structure 0f steel-framed column base |
| JP3290636B2 (en) * | 1999-10-06 | 2002-06-10 | 株式会社アルテス | Joint structure between steel column base and foundation concrete |
| CN201770992U (en) * | 2010-07-22 | 2011-03-23 | 武汉一冶钢结构有限责任公司 | Foundation bolt positioning device |
| CN202170636U (en) * | 2011-07-14 | 2012-03-21 | 中建八局第四建设有限公司 | Mould for pre-embedded foundation bolt of steel structural foundation |
| CN102619173A (en) * | 2012-04-25 | 2012-08-01 | 中铁大桥局集团第五工程有限公司 | Construction method of large bridge steel guardrail concrete base |
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| CN103114731A (en) | 2013-05-22 |
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