CN102061747A - Connection method of high-rise steel structure steel column base and bottom plate reinforcing steel bar - Google Patents
Connection method of high-rise steel structure steel column base and bottom plate reinforcing steel bar Download PDFInfo
- Publication number
- CN102061747A CN102061747A CN 201010600133 CN201010600133A CN102061747A CN 102061747 A CN102061747 A CN 102061747A CN 201010600133 CN201010600133 CN 201010600133 CN 201010600133 A CN201010600133 A CN 201010600133A CN 102061747 A CN102061747 A CN 102061747A
- Authority
- CN
- China
- Prior art keywords
- plate
- reinforcing bar
- steel column
- steel
- reinforcing steel
- 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.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 68
- 239000010959 steel Substances 0.000 title claims abstract description 68
- 238000000034 method Methods 0.000 title claims abstract description 12
- 229910001294 Reinforcing steel Inorganic materials 0.000 title abstract 13
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 50
- 238000003466 welding Methods 0.000 claims abstract description 19
- 230000002787 reinforcement Effects 0.000 claims description 14
- 238000009434 installation Methods 0.000 claims description 6
- 210000003205 muscle Anatomy 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 4
- 230000000149 penetrating effect Effects 0.000 abstract 1
- 241000251468 Actinopterygii Species 0.000 description 5
- 210000000988 bone and bone Anatomy 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000012797 qualification Methods 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
Images
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention relates to a connection method of a high-rise steel structure steel column base and a bottom plate reinforcing steel bar, which comprises the following steps of: welding horizontally arranged reinforcing ring plates on the steel column base, wherein outer edges of the ring plates are rectangular, and a bar penetrating hole is arranged in a plate surface; welding reinforcing steel bar connectors on the end edges at the four sides of the reinforcing ring plates, wherein grooves are arranged on one group of corresponding sides of the four sides of the reinforcing ring plates; welding the reinforcing steel bar connectors through inserting reinforcing steel bars into the grooves; welding the reinforcing steel bar connectors at the other group of corresponding sides through a welding upright plate, wherein the reinforcing steel bar connectors on the two groups of corresponding sides are staggered with each other; transporting steel columns welded with the reinforcing ring plates and the reinforcing steel bar connectors to a construction site; processing external threads on the reinforcing steel bar end heads on the top layer of the bottom plate, and then screwing and connecting the reinforcing steel bar end heads with the reinforcing steel bar connectors to complete the connection of the steel column base and the floor reinforcing steel bar. The invention solves the problem that the site reinforcing steel bars cannot be connected with the steel columns, avoids reserved counterbores without secondary pouring, improves the efficacy and also improves the integral stress performance of the bottom plate and the steel columns.
Description
Technical field
The present invention relates to high-rise and superelevation layer steel building job practices, the method for attachment of particularly a kind of high-rise steel structure steel column foot and base plate reinforcing bar.
Background technology
In the high-rise steel structure building construction process, what the connectivity problem of steel column and reinforcing bar was more and more outstanding shows in face of design and the unit in charge of construction.How effectively, be connected easily steel member and reinforcing bar be the key point that realizes steel work and steel and concrete structure combination.At present, insert in the work progress of base plate at steel column, the base plate reinforcing bar is reserved the way of posthole and welded reinforcement junction plate with generally taking conventional base plate being connected of steel work, is subjected to the influence of on-the-spot member installation accuracy and material difference, and there are the following problems:
A, field Welding reinforcing bar and steel member, weldquality are difficult for guaranteeing that the welding position is difficult to realize;
B, field Welding engineering quantity are big, are unfavorable for construction speed;
C, reservation posthole need second pouring;
D, transverse horizontal reinforcing bar and vertical reinforcement are collided, and can't avoid;
E, can't realize in the posthole scope between two sleeves to twisting, and this section reinforcing bar in the posthole scope is difficult for the straight line butt joint.
Summary of the invention
The present invention is intended to solve existing base plate reinforcing bar and is connected the problems referred to above that exist with steel column, and provides a kind of base plate that strengthens to be connected with steel column, simplifies the high-rise steel structure steel column foot of construction technology and the method for attachment of base plate reinforcing bar.
The technical scheme that the present invention solves described problem employing is: the method for attachment of a kind of high-rise steel structure steel column foot and base plate reinforcing bar, the steps include: that A. finishes the ring flat-plate of putting more energy into that following steps: a. arranges in steel column foot periphery weld horizontal in factory, according to steel column type shape, the described ring flat-plate of putting more energy into is integral with the upper ring plate Combination Welding by four or four, outer rim is rectangular, and the plate face is provided with wears the muscle hole; B. at the ring flat-plate four limit ora terminalis welded reinforcement connectors of putting more energy into, described reinforcing bar connector is the sleeve with internal thread, the one group of corresponding sides of putting more energy in ring flat-plate four limits are wherein slotted respectively, by inserting reinforcing bar welded reinforcement connector in the groove, other one group of corresponding sides are respectively by the welding riser vertical with the ring flat-plate of putting more energy into welded reinforcement connector again, and the reinforcing bar connector on two groups of corresponding sides is upper and lower staggered; B. the steel column that has welded put more energy into ring flat-plate and reinforcing bar connector in the factory is transported to the job site, finish the installation of steel column after, base plate top layer steel bar end processed behind the external screw thread to screw with reinforcing bar connector be connected, promptly finish being connected of steel column foot and base plate reinforcing bar.
The present invention compares with conventional method, and concrete advantage is as follows:
1. solved the problem that on-the-spot reinforcing bar and steel column can't be connected in design and process segment;
2. field Welding reinforcing bar difficulty is big, and quality can't guarantee, is optimized to factory's welding, saves time, material, manpower;
3. avoided the reservation posthole, need not secondary pouring, once-cast is finished, and effect improves, and the holistic resistant behavior of base plate and steel column improves;
4. ring flat-plate plays the resistance to plucking effect, and what the post vertical reinforcement passed ring flat-plate wears the muscle hole, plays the effect of stirrup, has strengthened the globality of external wrapping concrete and steel column.
Description of drawings
Put more energy into for the H steel column the adds structural representation of ring flat-plate and reinforcing bar connector of Fig. 1.
Put more energy into for the fish bone well steel column the adds structural representation of ring flat-plate and reinforcing bar connector of Fig. 2.
Among the figure: H steel column 1, ring flat-plate 2, riser 3, reinforcing bar connector 4 is strengthened gusset 5, wears muscle hole 6, reinforcing bar and reinforcing bar connector 7, fish bone well steel column 8.
The specific embodiment
Below in conjunction with drawings and Examples in detail the present invention is described in detail.
Referring to Fig. 1, steel column is a H steel column 1 among the figure, by the method for put more energy in the suspension column increase of this H steel column 1 ring flat-plate and welded reinforcement connector, makes that reinforcement foundation is effective with steel column foot, easy, rational to be connected, and concrete steps are as follows:
1. in factory, do qualification of welding procedure: according to the material of ring flat-plate 2 and reinforcing bar connector 4, carry out corresponding qualification of welding procedure, to guarantee that ring flat-plate 2 is connected with the reliable of H steel column 1 with reinforcing bar connector 4.
2. in factory, weld put more energy into ring flat-plate and reinforcing bar connector 4, and carry out the protection of reinforcing bar connector 4 inner thread heads: the ring flat-plate of arranging in H steel column 1 suspension column periphery weld horizontal of putting more energy at first, this ring flat-plate of putting more energy into is integral by four ring flat-plate 2 Combination Welding, outer rim is rectangular, and the plate face is provided with wears muscle hole 6; Then at the ring flat-plate four limit ora terminalis welded reinforcement connectors 4 of putting more energy into, this reinforcing bar connector 4 is for having the sleeve of internal thread, the one group of corresponding sides (upper and lower limit among Fig. 1) of putting more energy in ring flat-plate four limits are wherein slotted respectively, connect reinforcing bar and reinforcing bar connector 7 by the mode of inserting the reinforcing bar weldering in the groove, the reinforcing bar connector 4 on 4, two groups of corresponding sides of welded reinforcement connector is upper and lower staggered again by the welding riser 3 vertical with ring flat-plate 2 respectively for other one group of corresponding sides (left and right limit among Fig. 1).For improving the bonding strength between riser 3 and the ring flat-plate 2, between also is welded with the reinforcement gusset 5 of triangular structure.
3. the steel column that has welded put more energy into ring flat-plate and reinforcing bar connector in the factory is transported to the job site, base plate top layer reinforcing bar has been laid at the scene, Steel Structure Installation personnel need pierce the installation of carrying out steel column in the base plate reinforcing bar, after finishing the installation of steel column, base plate top layer steel bar end processed behind the external screw thread to screw with reinforcing bar connector 4 be connected, promptly finish being connected of steel column foot and base plate reinforcing bar.
Referring to Fig. 2, steel column is a fish bone well steel column 8 among Fig. 2, and the mode that fish bone well steel column 8 and other cross section steel column weld put more energy into ring flat-plate and reinforcing bar connector 4 is identical with H steel column 1.But according to the difference of steel column type shape, ring flat-plate 2 quantity of forming the ring flat-plate of putting more energy into are different, are integral by five ring flat-plate 2 Combination Welding as the ring flat-plate of putting more energy into of fish bone well steel column 8.
Claims (1)
1. the method for attachment of high-rise steel structure steel column foot and base plate reinforcing bar the steps include:
A. finish the ring flat-plate of putting more energy into that following steps: a. arranges in steel column foot periphery weld horizontal in factory, according to steel column type shape, the described ring flat-plate of putting more energy into is integral with the upper ring plate Combination Welding by four or four, and outer rim is rectangular, and the plate face is provided with wears the muscle hole; B. at the ring flat-plate four limit ora terminalis welded reinforcement connectors of putting more energy into, described reinforcing bar connector is the sleeve with internal thread, the one group of corresponding sides of putting more energy in ring flat-plate four limits are wherein slotted respectively, by inserting reinforcing bar welded reinforcement connector in the groove, other one group of corresponding sides are respectively by the welding riser vertical with the ring flat-plate of putting more energy into welded reinforcement connector again, and the reinforcing bar connector on two groups of corresponding sides is upper and lower staggered;
B. the steel column that has welded put more energy into ring flat-plate and reinforcing bar connector in the factory is transported to the job site, finish the installation of steel column after, base plate top layer steel bar end processed behind the external screw thread to screw with reinforcing bar connector be connected, promptly finish being connected of steel column foot and base plate reinforcing bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010106001334A CN102061747B (en) | 2010-12-22 | 2010-12-22 | Connection method of high-rise steel structure steel column base and bottom plate reinforcing steel bar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010106001334A CN102061747B (en) | 2010-12-22 | 2010-12-22 | Connection method of high-rise steel structure steel column base and bottom plate reinforcing steel bar |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102061747A true CN102061747A (en) | 2011-05-18 |
| CN102061747B CN102061747B (en) | 2012-01-11 |
Family
ID=43997228
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010106001334A Active CN102061747B (en) | 2010-12-22 | 2010-12-22 | Connection method of high-rise steel structure steel column base and bottom plate reinforcing steel bar |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102061747B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102425236A (en) * | 2011-10-24 | 2012-04-25 | 沈阳建筑大学 | Novel connecting form of circular steel tube concrete column and foundation |
| CN103046648A (en) * | 2012-12-18 | 2013-04-17 | 中冶建筑研究总院有限公司 | Composite structure reinforcing steel bar connecting node |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001207461A (en) * | 1993-05-17 | 2001-08-03 | Nkk Corp | Exposed type base of column |
| CN101139849A (en) * | 2006-09-07 | 2008-03-12 | 张兴汉 | Modular building component and on-site hoisting building method |
| CN101403246A (en) * | 2008-10-30 | 2009-04-08 | 杨峰 | Large-tonnage hoisting machine one-storied factory combination column and production method thereof |
| CN201386331Y (en) * | 2009-04-16 | 2010-01-20 | 中天建设集团有限公司 | Fastened connection device with steel reinforced concrete joint reinforcing bar and profile steel not welded in between |
-
2010
- 2010-12-22 CN CN2010106001334A patent/CN102061747B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001207461A (en) * | 1993-05-17 | 2001-08-03 | Nkk Corp | Exposed type base of column |
| CN101139849A (en) * | 2006-09-07 | 2008-03-12 | 张兴汉 | Modular building component and on-site hoisting building method |
| CN101403246A (en) * | 2008-10-30 | 2009-04-08 | 杨峰 | Large-tonnage hoisting machine one-storied factory combination column and production method thereof |
| CN201386331Y (en) * | 2009-04-16 | 2010-01-20 | 中天建设集团有限公司 | Fastened connection device with steel reinforced concrete joint reinforcing bar and profile steel not welded in between |
Non-Patent Citations (2)
| Title |
|---|
| 《建筑施工》 20060831 何文乐 超高层建筑大尺寸变截面劲性钢柱的安装施工技术 第28卷, 第8期 2 * |
| 《施工技术》 20060930 彭明祥,许立山,陈振明 CCTV 主楼底板复杂钢筋与特殊钢结构交叉施工技术 1-3 第35卷, 第9期 2 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102425236A (en) * | 2011-10-24 | 2012-04-25 | 沈阳建筑大学 | Novel connecting form of circular steel tube concrete column and foundation |
| CN103046648A (en) * | 2012-12-18 | 2013-04-17 | 中冶建筑研究总院有限公司 | Composite structure reinforcing steel bar connecting node |
| CN103046648B (en) * | 2012-12-18 | 2015-08-12 | 中冶建筑研究总院有限公司 | Combination construction steel bar connecting joints |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102061747B (en) | 2012-01-11 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105133793B (en) | The huge post of multi-cavity tube-in-tube armored concrete and construction method of space constraint | |
| CN103132506B (en) | Bored pile double-deck Reinforced Hoop reinforcing cage processing and fabricating method | |
| CN102587936B (en) | Fully-enclosed integral assembly grid concrete support method | |
| CN104727439A (en) | Assembly concrete new type pillar and beam structure and assembly connecting method | |
| CN105735466B (en) | Prefabricated wall column one-part form steel bar connecting structure and method | |
| CN102086677A (en) | Prefabricated reinforced concrete beam and connection joint of reinforced concrete column and beam | |
| CN205348592U (en) | Alternately precast concrete breast portion reinforcing bar communicates dedicated connection spare | |
| CN102182197B (en) | Bundled grouting anchor rope reinforcing method for road rock slope | |
| CN103628571B (en) | Beam-column joint for reverse construction method and construction method | |
| CN107130715A (en) | Teeth groove is poured after a kind of to be linked and packed the construction method of formula building roof system | |
| CN204590239U (en) | New-type assembly concrete post, beam prefabricated structure | |
| CN107842132A (en) | The precast reinforced concrete shear wall attachment means and connection method that a kind of bending resistance is cut | |
| CN102061747B (en) | Connection method of high-rise steel structure steel column base and bottom plate reinforcing steel bar | |
| CN104594183B (en) | Assembling type reinforced concrete T-shaped beam | |
| CN107130716A (en) | After pour teeth groove and be linked and packed formula building roof system | |
| CN103397704B (en) | A kind of concrete filled steel tube coupled column-reinforced beam connects node | |
| CN108005267A (en) | A kind of yi word pattern assembled stem steel plate shear force wall and its assembling constructing method | |
| CN213926774U (en) | Prefabricated steel-encased concrete column and concrete beam joint | |
| CN205530819U (en) | Steel frame structure of embedded precast concrete shear force wall bending resistance simultaneously | |
| CN106013436A (en) | Step-shaped bracket device and mounting method thereof | |
| CN203113524U (en) | Assembled type framework beam column node using horizontal connection | |
| CN101570998A (en) | Rib beam hoop reinforcement and application method thereof | |
| TWI553202B (en) | Prestressed pile and its pile method and pile head treatment method | |
| CN214461627U (en) | Connecting structure of prefabricated floor slab and steel beam | |
| CN210562135U (en) | Reinforced concrete square pile |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |