CN103321325A - Giant combined L-shaped box-type thick plate shearing wall column and construction method thereof - Google Patents
Giant combined L-shaped box-type thick plate shearing wall column and construction method thereof Download PDFInfo
- Publication number
- CN103321325A CN103321325A CN201310213971XA CN201310213971A CN103321325A CN 103321325 A CN103321325 A CN 103321325A CN 201310213971X A CN201310213971X A CN 201310213971XA CN 201310213971 A CN201310213971 A CN 201310213971A CN 103321325 A CN103321325 A CN 103321325A
- Authority
- CN
- China
- Prior art keywords
- segmentation
- wall column
- shaped box
- line
- assembling
- 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
Images
Landscapes
- Butt Welding And Welding Of Specific Article (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a giant combined L-shaped box-type thick plate shearing wall column and a construction method thereof. The construction method includes: (1) performing assembling on a first section of the giant combined L-shaped box-type thick plate shear wall column; (2) performing assembling on a second section of the giant combined L-shaped box-type thick plate shear wall column; (3) performing assembling on the first section and the second section. The invention further provides the combined L-shaped box-type thick plate shear wall column. A giant combined box is manufactured by two manufacturing progresses due to the fact that the giant column is large in dimension and a hoisting scheme and transportation dimension are limited, industrialized production can be achieved, manufacturing progress is greatly fastened, working period is shortened, reasonable sectional design reduces welding difficulty and working amount, construction is facilitated, construction measures and cost are reduced, working period is shortened, and the integrally reasonable assembling sequence and welding sequence further ensure the quality of a manufactured tubular column.
Description
Technical field
The present invention relates to a kind of construction method of shearing wall column, be specifically related to the construction method of the L shaped box slab of a kind of huge combination shearing wall column, belong to construction steel structure processing and fabricating building technology field.
Background technology
The Guangzhou Pearl River New Town The East Pagoda is positioned at Zhujiang New City CBD center lot, and project borders on Zhujiang River main road in the west, and the flower city main road is hoped in north, the Xi Ta that has bound with the opposite forms double tower, lay respectively at both sides, new town axis, in the south every the newly-built Guangzhou New TV Tower of river isologue, north is Milky Way sports center.
The East Pagoda comprises high building, annex and basement three parts, high building is high 518 meters, 112 layers on the ground, to surmount Guangzhou West Tower (440.75 meters) after building up, become South China's the first high building, Zhujiang New City " three height "---The East Pagoda, Xi Ta, Zhujiang River TV transmission tower will enhance each other's beauty, and jointly become the landmark that the Zhujiang New City axis has world level when the time comes, simultaneously, also will become the new City Skyline in Guangzhou.
Because the L shaped box slab of huge combination shearing wall column appearance and size is larger, factory process must be made in segmentation, lifts for this reason and transport to be restricted, and realizes that batch production production and construction also become a difficult problem.
Summary of the invention
Goal of the invention: the object of the invention is to for the deficiencies in the prior art, a kind of solution batch production production problem is provided, accelerate the progress of making, the L shaped box slab of a kind of huge combination shearing wall column of reduction of erection time.
Simultaneously, the present invention also provides a kind of construction method of the L shaped box slab of the huge combination shearing wall column that addresses the above problem
Technical scheme: the L shaped box slab of a kind of huge combination of the present invention shearing wall column, comprise the first segmentation and the second segmentation, described first is segmented into L shapedly, and described second is segmented into rectangle, and a side of described the first segmentation and a side of described the second segmentation are assembled mutually; Described the first segmentation and described the second segmentation include side sheet, side lining, at least two transverse stiffeners and at least two longitudinal stiffeners, described side sheet and described side lining are arranged in parallel, the vertical vertical welding of described longitudinal stiffener is fixed between described side sheet and the side lining, and described transverse stiffener horizontal vertical is fixedly welded between described side sheet and the side lining.
Be provided with a plurality of pegs on described side lining and the side sheet, the distribution density of described peg is 100 ~ 200/square metre.
Also vertically be vertically welded with at least two longitudinal stiffeners between described side sheet and the side lining.
Distance between adjacent two longitudinal stiffeners is 1m.
Another technical scheme provided by the invention is: the construction method of the L shaped box slab of a kind of huge combination shearing wall column, carry out as follows:
(1) number of assembling steps of the L shaped box slab of huge combination shearing wall column the first segmentation
1. mark the position line and the appearance and size line of the first segmentation at platform, finish the assembling of moulding bed;
2. steel plate is hung on moulding bed, make itself and moulding bed template upper surface closely connected, the relevant position line during the steel plate location on the alignment stage basal plane;
3. the position line that marks in 1. by step is installed the longitudinal stiffener in the casing, then, and the groove of attachment weld and gap, and carry out welding and rectification in the casing;
4. the position line that marks in 1. by step is installed the transverse stiffener in the casing, then, and the groove of attachment weld and gap, and carry out welding and rectification in the casing;
5. determine side lining and moulding bed relative position and and longitudinal baffle between assembly clearance and four jiaos of levelnesss after, assemble side lining, and on the cover board mark the installation site line of corner wallboard;
6. press the installation site line of corner wallboard, the stiffening rib in the installing angle place casing, the groove of attachment weld and gap, and carry out casing interior welding and rectification;
7. determine side sheet and moulding bed relative position and and longitudinal baffle between assembly clearance and four jiaos of levelnesss after, assemble framed side wallboard, finish the manufacturing of the first segmentation;
(2) number of assembling steps of the L shaped box slab of huge combination shearing wall column the second segmentation
ⅰ, assembling jig frame step are 1. identical with the assembling jig frame step of the first segmentation;
ⅱ, wallboard line positioning step and the wallboard of the first segmentation positioning step of ruling is 2. identical;
The number of assembling steps of ⅲ, longitudinal stiffener is 3. identical with the number of assembling steps of the longitudinal stiffener of the first segmentation;
The number of assembling steps of ⅳ, transverse stiffener is 4. identical with the number of assembling steps of the transverse stiffener of the first segmentation;
The number of assembling steps of ⅴ, side lining is 5. identical with the number of assembling steps of the side lining of the first segmentation;
After ⅵ, the assembling of interior survey wallboard, carry out the assembly welding of peg on side lining and the side sheet, finish the manufacturing of the second segmentation;
The number of assembling steps of (3) first segmentations and the second segmentation
I, mark the first segmentation and the pre-assembled position line of the second segmentation and appearance and size line at assembly platform, assemble the first segmentation and the pre-assembled moulding bed of the second segmentation;
II, mark the edges of boards line of the second segmentation in the first segmentation place, take this edges of boards line as benchmark, will be assembled in the first segmentation in the second segmentation, finish the assembling of the first segmentation and the second segmentation.
Step in the number of assembling steps of the first segmentation 1. in, in moulding bed when assembling,, the upper surface of described moulding bed is a horizontal plane, its levelness deviation is not more than 1mm.
Step in the number of assembling steps of the first segmentation 2. in, the method for steel plate location is: with causing surface of steel plate on the plumb bob, mark center line and the installation site line of framework in length and breadth according to the corresponding stiffener position line on the platform basal plane, the line deviation is not more than 1mm.
The longitudinal stiffener of step in the number of assembling steps of the first segmentation in 3., step 4. in transverse stiffener and the step corner stiffening rib in 6. satisfy following requirement: verticality and the locus line deviation of perpendicularity deviation, upper surface levelness deviation, both ends of the surface all are not more than 1mm.
In the number of assembling steps of the first segmentation, respectively set up together interim technique dividing plate at up and down two ends of shearing wall column, and establish twice in the centre and strengthen supporting.
In the number of assembling steps of the first segmentation and the second segmentation, in the step I, the pre-assembled moulding bed upper surface of the first segmentation and the second segmentation is a horizontal plane, and its levelness deviation is not more than 1mm.
In the number of assembling steps of the first segmentation and the second segmentation, finish the assembling of the first segmentation and the second segmentation after, measure and check and accept and line.
Beneficial effect: a kind of huge combination L shaped box slab shearing wall column provided by the invention and construction method thereof, be restricted for the large Hoisting Program of huge post appearance and size and transportation clearance, huge combination box is divided into two processing and fabricating segmentations, solved the problem that batch production is produced, greatly accelerated the progress of making, shortened the duration, reasonably segment design has reduced difficulty and the workload of welding simultaneously, convenient construction, reduce the working measure expense, and save the duration, simultaneously, the present invention whole reasonably assembling sequence and welding sequence have further guaranteed the quality of the barrel mast produced.
Description of drawings
Fig. 1 is the fractionation stereogram that rectangle of the present invention makes up L shaped box slab shearing wall column;
Fig. 2 is the axle side stereogram that rectangle of the present invention makes up L shaped box slab shearing wall column;
Fig. 3 is the elevation that rectangle of the present invention makes up L shaped box slab shearing wall column;
Fig. 4 is the top view that rectangle of the present invention makes up L shaped box slab shearing wall column;
Fig. 5 is the right view that rectangle of the present invention makes up L shaped box slab shearing wall column.
The specific embodiment
The below is elaborated to technical solution of the present invention, but protection scope of the present invention is not limited to described embodiment.
Embodiment:The invention provides the L shaped box slab of a kind of huge combination shearing wall column, its structural representation is shown in Fig. 1-5, comprise the first segmentation a and the second segmentation b, described the first segmentation a is L shaped, described the second segmentation b is rectangle, and the side of described the first segmentation a and the side of described the second segmentation b are assembled mutually.
Described the first segmentation a and described the second segmentation b include side sheet 1, side lining 2, at least two transverse stiffeners 4 and at least two longitudinal stiffeners 5, described side sheet 1 is arranged in parallel with described side lining 2, described longitudinal stiffener 5 vertical vertical weldings are fixed between described side sheet 1 and the side lining 2, and described transverse stiffener 4 horizontal vertical are fixedly welded between described side sheet 1 and the side lining 2.Be provided with a plurality of pegs 6 on described side lining 2 and the side sheet 1, the distribution density of described peg 6 is 100 ~ 200/square metre.Also vertically be vertically welded with at least two longitudinal stiffeners 5 between described side sheet 1 and the side lining 2, the distance between adjacent two longitudinal stiffeners is 1m.
The construction method of the L shaped box slab of above-mentioned huge combination shearing wall column, carry out as follows:
(1) number of assembling steps of the L shaped box slab of huge combination shearing wall column the first segmentation a
1. mark the position line and the appearance and size line of the first segmentation at platform, finish the assembling of moulding bed.During the moulding bed assembling, the upper surface of described moulding bed is a horizontal plane, and its levelness deviation is not more than 1mm.
2. steel plate is hung on moulding bed, make itself and moulding bed template upper surface closely connected, the relevant position line during the steel plate location on the alignment stage basal plane.The method of steel plate location is: with causing surface of steel plate on the plumb bob, mark center line and the installation site line of framework in length and breadth according to the corresponding stiffener position line on the platform basal plane, the line deviation is not more than 1mm.
3. the position line that marks in 1. by step is installed the longitudinal stiffener 5 in the casing, then, and the groove of attachment weld and gap, and carry out welding and rectification in the casing.Longitudinal stiffener satisfies following requirement: verticality and the locus line deviation of perpendicularity deviation, upper surface levelness deviation, both ends of the surface all are not more than 1mm.
4. the position line that marks in 1. by step is installed the transverse stiffener 4 in the casing, then, and the groove of attachment weld and gap, and carry out welding and rectification in the casing.Transverse stiffener satisfies following requirement: verticality and the locus line deviation of perpendicularity deviation, upper surface levelness deviation, both ends of the surface all are not more than 1mm.
5. determine side lining 2 and moulding bed relative position and and the assembly clearance of 3 of longitudinal baffles and four jiaos of levelnesss after, assemble side lining 2, and on the cover board mark the installation site line of corner wallboard.
6. press the installation site line of corner wallboard, the stiffening rib in the installing angle place casing, the groove of attachment weld and gap, and carry out casing interior welding and rectification.The corner stiffening rib satisfies following requirement: verticality and the locus line deviation of perpendicularity deviation, upper surface levelness deviation, both ends of the surface all are not more than 1mm.
7. determine side sheet 1 and moulding bed relative position and and the assembly clearance of 3 of longitudinal baffles and four jiaos of levelnesss after, assemble framed side wallboard, finish the manufacturing of the first segmentation.
Respectively set up together interim technique dividing plate at up and down two ends of shearing wall column, and establish twice in the centre and strengthen supporting.
(2) number of assembling steps of the L shaped box slab of huge combination shearing wall column the second segmentation b
ⅰ, assembling jig frame step are 1. identical with the assembling jig frame step of the first segmentation;
ⅱ, wallboard line positioning step and the wallboard of the first segmentation positioning step of ruling is 2. identical;
The number of assembling steps of ⅲ, longitudinal stiffener is 3. identical with the number of assembling steps of the longitudinal stiffener of the first segmentation;
The number of assembling steps of ⅳ, transverse stiffener is 4. identical with the number of assembling steps of the transverse stiffener of the first segmentation;
The number of assembling steps of ⅴ, side lining 2 is 5. identical with the number of assembling steps of the side lining 2 of the first segmentation;
After ⅵ, 2 assemblings of interior survey wallboard, carry out the assembly welding of peg 6 on side lining and the side sheet, finish the manufacturing of the second segmentation;
The number of assembling steps of (3) first segmentations and the second segmentation
I, mark the first segmentation and the pre-assembled position line of the second segmentation and appearance and size line at assembly platform, assemble the first segmentation and the pre-assembled moulding bed of the second segmentation.The pre-assembled moulding bed upper surface of the first segmentation and the second segmentation is a horizontal plane, and its levelness deviation is not more than 1mm.
II, mark the edges of boards line of the second segmentation in the first segmentation place, take this edges of boards line as benchmark, will be assembled in the first segmentation in the second segmentation, finish the assembling of the first segmentation and the second segmentation.
In the number of assembling steps of the first segmentation and the second segmentation, finish the assembling of the first segmentation and the second segmentation after, measure and check and accept and line.Measure and check and accept, the deviations such as casing overall dimensions, end face squareness and levelness, end face diagonal must meet the technical papers requirement.Line: draw the involutory line of minute segment interface, the on-the-spot position baseline of installing in the junction of adjacent two segmentations according to the overall budget requirement.
The rectangle that said method is built makes up L shaped box slab shearing its structural representation of wall column such as Fig. 1-shown in Figure 5, comprising: side lining 2, side sheet 1, longitudinal baffle 3, transverse stiffener 4, longitudinal stiffener 5 and peg 6; Described shearing wall column is L shaped, and volume and size are very large, needs sectional making; The front and back surface of described shearing wall column all with the peg of certain density, assembles by certain spacing distance by longitudinal stiffener, lateral partitions between the front and back plate face, thereby forms the L shaped box steel plate shear force wall of huge combination post.
For guaranteeing the processing and fabricating quality, in whole making link, need carry out the Quality Control Links of following operation:
(1), setting-out: each work progress such as steel plate cutting are cut, and each parts and assembling parts, member are pieced together assembling in advance all need have professional linesman to carry out accurate setting-out with frock on machined surface.Must check through the inspector accurate with the physical dimension of guaranteeing part, parts, member processing, form and position tolerance, angle, installation contact surface etc. after the setting-out.
(2), line and number material: less, comparatively simple plate, tubing in the situation that necessary without the numerical control cutting, are adopted manually line, number material.Line, number material personnel should accomplish skillfully to make model, sample bar, are familiar with the symbol and the literal connotation that mark on model, the sample bar, and quantity is expected in the number of getting clear.
(3), the blanking cutting contains groove: comprise gas cutting, intersection cutting and groove.The capital equipment of blanking cutting has Yi Sa-Chinese cock plasma panel, flame multi-head numerical control cutting machine, cart type torch-cutting machine, numerical-control tube to pass through mutually cutter, beveling machine, horizontal band sawing machine, plate shearing machine etc.The requirement of processing should be carried out rational stacking after the assay was approved by company's inner quality standard check cut surface, physical dimension, form tolerance, cut-out section, splash etc., does qualified sign and dash number.
(4), welding operation regulation: the welder that this engineering is engaged in welding must be welded by the qualification welder, and send owner supervisor standby nuclear the welder qualification copy.Non-welding personnel must not weld.Welding personnel is established the electric welding engineer, specially takes charge of the management of welding job.Before the welding, the welding bead end face and about each 50mm must remove rust, grease and other foreign material.During the multiple tracks welding, after welding is finished, must remove welding slag, and remove welding bead with steel brush, can weld except unclean object space with grinding-wheel grinder in case of necessity.During two-sided docking welding, must remove welding slag and unclean thing with instruments such as emery wheel, steel brushes before the welding of the back side.Must use dry welding rod with ensure quality during welding.The inspection personnel of welding bead if there is any defective to revise immediately, has quality person again to check, until pass through with visual inspection.
(5), welding inspection: the degree of connecting airtight of composition backing and former steel plate and termination are received, run-on tab fixing; The angle of groove; The cleaning of solder side; Preheating, thickness of slab is greater than 100～150 ℃ of the Q345 steel plate tacking place flame preheats of 30mm; The state of tack weld is to check crack, lack of penetration as main.Whether welding method, welding parameter, preheating, interlayer temperature and welding after heat etc. are carried out on request.
(6), correct: rectification work runs through the whole process of structure steel fabrication, from correcting to blanking cutting, assembling hand welding etc. before the blanking, guarantees that scantling, quality, shape satisfy code requirement.This mainly depends on the accuracy of equipment and the operability of technique.
(7), component surface is processed: the part after the processing, parts, member should all be carried out in accordance with regulations edge processing, and removal burr, welding slag, weldering are pressed splash, dirt etc., and carried out surface inspection.Until the member finished product and after removing the surface, carry out surface derusting with ballasting rust remover and process.Derusting grade should be more than the Sa2.5 level.
(8), check and accept: the member finished product should be by carrying out in factory under technology, quality engineer's guidance, to check total quality and the installation situation of member, guarantee that the scene can install smoothly, by the exclusive surveyor check, the result of the test of member are checked simultaneously, after above check is all qualified, stick the quality certification at member, for packing and dispatching from the factory.
Reasonably assemble method and assembling sequence can in time be repaired tolerance or cumulative limit that each parts machining causes in the preparation method among the present invention, thereby guarantee the total quality of structure, therefore, adopt which kind of assemble method and assembling sequence particularly important to the quality of engineering.Every link of quality control of the present invention contains groove, welding operation regulation, welding inspection, rectification, component surface processing, checks and accepts layer by layer control from setting-out, line and number material, blanking cutting, has improved the quality fineness degree of member.
As mentioned above, although represented and explained the present invention with reference to specific preferred embodiment, it shall not be construed as the restriction to the present invention self.Under the spirit and scope of the present invention prerequisite that does not break away from the claims definition, can make in the form and details various variations to it.
Claims (10)
1. the L shaped box slab of huge combination shearing wall column, it is characterized in that, comprise the first segmentation (a) and the second segmentation (b), described the first segmentation (a) is L shaped, described the second segmentation (b) is rectangle, and side of described the first segmentation (a) and a side of described the second segmentation (b) are assembled mutually; Described the first segmentation (a) and described the second segmentation (b) include side sheet (1), side lining (2), at least two transverse stiffeners (4) and at least two longitudinal stiffeners (5), described side sheet (1) is arranged in parallel with described side lining (2), described longitudinal stiffener (5) vertically vertical welding is fixed between described side sheet (1) and the side lining (2), and described transverse stiffener (4) horizontal vertical is fixedly welded between described side sheet (1) and the side lining (2).
2. the L shaped box slab of a kind of huge combination according to claim 1 shearing wall column, it is characterized in that, be provided with a plurality of pegs (6) on described side lining (2) and the side sheet (1), the distribution density of described peg (6) is 100 ~ 200/square metre.
3. the L shaped box slab of a kind of huge combination according to claim 1 shearing wall column, it is characterized in that, also vertically be vertically welded with at least two longitudinal stiffeners (5) between described side sheet (1) and the side lining (2), the distance between adjacent two longitudinal stiffeners is 1m.
4. the construction method of the L shaped box slab of a huge combination shearing wall column is characterized in that, carries out as follows:
(1) number of assembling steps of the L shaped box slab of huge combination shearing wall column the first segmentation
1. mark the position line and the appearance and size line of the first segmentation at platform, finish the assembling of moulding bed;
2. steel plate is hung on moulding bed, make itself and moulding bed template upper surface closely connected, the relevant position line during the steel plate location on the alignment stage basal plane;
3. the position line that marks in 1. by step is installed the longitudinal stiffener in the casing, then, and the groove of attachment weld and gap, and carry out welding and rectification in the casing;
4. the position line that marks in 1. by step is installed the transverse stiffener in the casing, then, and the groove of attachment weld and gap, and carry out welding and rectification in the casing;
5. determine side lining and moulding bed relative position and and longitudinal baffle between assembly clearance and four jiaos of levelnesss after, assemble side lining, and on the cover board mark the installation site line of corner wallboard;
6. press the installation site line of corner wallboard, the stiffening rib in the installing angle place casing, the groove of attachment weld and gap, and carry out casing interior welding and rectification;
7. determine side sheet and moulding bed relative position and and longitudinal baffle between assembly clearance and four jiaos of levelnesss after, assemble framed side wallboard, finish the manufacturing of the first segmentation;
(2) number of assembling steps of the L shaped box slab of huge combination shearing wall column the second segmentation
ⅰ, assembling jig frame step are 1. identical with the assembling jig frame step of the first segmentation;
ⅱ, wallboard line positioning step and the wallboard of the first segmentation positioning step of ruling is 2. identical;
The number of assembling steps of ⅲ, longitudinal stiffener is 3. identical with the number of assembling steps of the longitudinal stiffener of the first segmentation;
The number of assembling steps of ⅳ, transverse stiffener is 4. identical with the number of assembling steps of the transverse stiffener of the first segmentation;
The number of assembling steps of ⅴ, side lining is 5. identical with the number of assembling steps of the side lining of the first segmentation;
After ⅵ, the assembling of interior survey wallboard, carry out the assembly welding of peg on side lining and the side sheet, finish the manufacturing of the second segmentation;
The number of assembling steps of (3) first segmentations and the second segmentation
I, mark the first segmentation and the pre-assembled position line of the second segmentation and appearance and size line at assembly platform, assemble the first segmentation and the pre-assembled moulding bed of the second segmentation;
II, mark the edges of boards line of the second segmentation in the first segmentation place, take this edges of boards line as benchmark, will be assembled in the first segmentation in the second segmentation, finish the assembling of the first segmentation and the second segmentation.
5. the construction method of the L shaped box slab of a kind of huge combination according to claim 1 shearing wall column, it is characterized in that, the step in the number of assembling steps of the first segmentation 1. in, moulding bed when assembling, the upper surface of described moulding bed is a horizontal plane, and its levelness deviation is not more than 1mm.
6. the construction method of the L shaped box slab of a kind of huge combination according to claim 1 shearing wall column, it is characterized in that, step in the number of assembling steps of the first segmentation 2. in, the method of steel plate location is: according to the corresponding stiffener position line on the platform basal plane with causing surface of steel plate on the plumb bob, mark center line and the installation site line of framework in length and breadth, the line deviation is not more than 1mm.
7. the construction method of the L shaped box slab of a kind of huge combination according to claim 1 shearing wall column, it is characterized in that, the longitudinal stiffener of the step in the number of assembling steps of the first segmentation in 3., step 4. in transverse stiffener and the step corner stiffening rib in 6. satisfy following requirement: verticality and the locus line deviation of perpendicularity deviation, upper surface levelness deviation, both ends of the surface all are not more than 1mm.
8. the construction method of the L shaped box slab of a kind of huge combination according to claim 1 shearing wall column, it is characterized in that, in the number of assembling steps of the first segmentation, respectively set up together interim technique dividing plate at up and down two ends of shearing wall column, and establish twice in the centre and strengthen supporting.
9. the construction method of the L shaped box slab of a kind of huge combination according to claim 1 shearing wall column, it is characterized in that, in the number of assembling steps of the first segmentation and the second segmentation, in the step I, the pre-assembled moulding bed upper surface of the first segmentation and the second segmentation is a horizontal plane, and its levelness deviation is not more than 1mm.
10. the construction method of the L shaped box slab of a kind of huge combination according to claim 1 shearing wall column is characterized in that, in the number of assembling steps of the first segmentation and the second segmentation, finish the assembling of the first segmentation and the second segmentation after, measure and check and accept and line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310213971.XA CN103321325B (en) | 2013-06-03 | 2013-06-03 | Construction method for giant combined L-shaped box-type thick plate shearing wall column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310213971.XA CN103321325B (en) | 2013-06-03 | 2013-06-03 | Construction method for giant combined L-shaped box-type thick plate shearing wall column |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103321325A true CN103321325A (en) | 2013-09-25 |
| CN103321325B CN103321325B (en) | 2015-05-20 |
Family
ID=49190347
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310213971.XA Active CN103321325B (en) | 2013-06-03 | 2013-06-03 | Construction method for giant combined L-shaped box-type thick plate shearing wall column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103321325B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104196153A (en) * | 2014-09-12 | 2014-12-10 | 江苏沪宁钢机股份有限公司 | Thick L-shaped steel plate shear wall column and manufacturing method thereof |
| CN104314200A (en) * | 2014-09-12 | 2015-01-28 | 江苏沪宁钢机股份有限公司 | Thick-plate cross-shaped steel plate shear wall column and manufacturing method thereof |
| CN105888100A (en) * | 2014-11-28 | 2016-08-24 | 宜兴市佳达环保工程有限公司 | Fully-modular detachable explosion and pressure venting wall |
| CN106112219A (en) * | 2016-08-03 | 2016-11-16 | 浙江精工钢结构集团有限公司 | A kind of building nonstandard box steel beam column processing method of assembled thin-walled |
| CN106884498A (en) * | 2017-04-25 | 2017-06-23 | 江苏沪宁钢机股份有限公司 | A kind of special-shaped box column and its processing technology |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0372134A (en) * | 1989-08-11 | 1991-03-27 | Natl House Ind Co Ltd | House of framework and panel construction |
| JPH0372134U (en) * | 1989-11-17 | 1991-07-22 | ||
| JPH11159029A (en) * | 1997-11-28 | 1999-06-15 | Taisei Corp | Construction method for bearing wall |
| JPH11303252A (en) * | 1998-04-20 | 1999-11-02 | Kowa:Kk | Air convective construction inside wall body in house built by steel framed panel method |
| CN102296728A (en) * | 2011-06-20 | 2011-12-28 | 南通建筑工程总承包有限公司 | Double-steel plate structure shear wall and construction method thereof |
| CN203383354U (en) * | 2013-06-03 | 2014-01-08 | 江苏沪宁钢机股份有限公司 | Giant combined L-shaped box-type thick plate shearing wall column |
-
2013
- 2013-06-03 CN CN201310213971.XA patent/CN103321325B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0372134A (en) * | 1989-08-11 | 1991-03-27 | Natl House Ind Co Ltd | House of framework and panel construction |
| JPH0372134U (en) * | 1989-11-17 | 1991-07-22 | ||
| JPH11159029A (en) * | 1997-11-28 | 1999-06-15 | Taisei Corp | Construction method for bearing wall |
| JPH11303252A (en) * | 1998-04-20 | 1999-11-02 | Kowa:Kk | Air convective construction inside wall body in house built by steel framed panel method |
| CN102296728A (en) * | 2011-06-20 | 2011-12-28 | 南通建筑工程总承包有限公司 | Double-steel plate structure shear wall and construction method thereof |
| CN203383354U (en) * | 2013-06-03 | 2014-01-08 | 江苏沪宁钢机股份有限公司 | Giant combined L-shaped box-type thick plate shearing wall column |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104196153A (en) * | 2014-09-12 | 2014-12-10 | 江苏沪宁钢机股份有限公司 | Thick L-shaped steel plate shear wall column and manufacturing method thereof |
| CN104314200A (en) * | 2014-09-12 | 2015-01-28 | 江苏沪宁钢机股份有限公司 | Thick-plate cross-shaped steel plate shear wall column and manufacturing method thereof |
| CN104314200B (en) * | 2014-09-12 | 2016-11-30 | 江苏沪宁钢机股份有限公司 | A kind of slab cross steel plate shear force wall post and preparation method thereof |
| CN105888100A (en) * | 2014-11-28 | 2016-08-24 | 宜兴市佳达环保工程有限公司 | Fully-modular detachable explosion and pressure venting wall |
| CN106112219A (en) * | 2016-08-03 | 2016-11-16 | 浙江精工钢结构集团有限公司 | A kind of building nonstandard box steel beam column processing method of assembled thin-walled |
| CN106884498A (en) * | 2017-04-25 | 2017-06-23 | 江苏沪宁钢机股份有限公司 | A kind of special-shaped box column and its processing technology |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103321325B (en) | 2015-05-20 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103321350B (en) | A kind of multi-link heavy in section combined box type slab side column and construction method thereof | |
| CN103321296B (en) | Annular double-layer truss and manufacture method thereof | |
| CN103321325B (en) | Construction method for giant combined L-shaped box-type thick plate shearing wall column | |
| CN103321324B (en) | A kind of panel point district super-thick steel plate wall and construction method thereof | |
| CN107498269B (en) | A kind of large-scale ship reception chamber manufacturing method suitable for dry type ship compartment room | |
| CN103541474B (en) | Top and bottom process makes the construction method of hyperboloid stainless steel curtain wall | |
| CN103184766B (en) | Large steel structure and manufacturing method thereof | |
| CN109079437B (en) | Construction method of multilayer flap seal head of large-scale marine liquefied gas storage tank | |
| CN101451397A (en) | Steel structure modularization construction process | |
| CN107882220A (en) | A kind of construction method of L-shaped biplane hyperbolic aluminum facade | |
| CN102839747A (en) | Construction method for steel structure truss of super high-rise special structure | |
| CN108678398B (en) | Pre-assembly method for steel structure truss of reinforced layer of super high-rise building | |
| CN110331802A (en) | A kind of construction method of polymorphic structure aluminium veneer curtain wall | |
| CN103481022B (en) | A kind of Pier Formwork manufacture method | |
| CN115162182B (en) | Cantilever type steel box girder high-precision cable hoisting construction method | |
| CN203383396U (en) | Multi-connection and large-section combined box-type thick plate side column | |
| CN203383353U (en) | Super-thick steel plate wall in truss joint area | |
| CN111058367A (en) | Oval box girder and manufacturing method thereof | |
| CN203383354U (en) | Giant combined L-shaped box-type thick plate shearing wall column | |
| CN109898776A (en) | A kind of more curved surface aluminium sheet construction methods of assembled | |
| CN110565856B (en) | Quick installation method for double-curved-surface metal plate curtain wall | |
| CN103240724A (en) | Scribing method for axial center holes of bottom landing leg beams of large-scale gantry crane | |
| CN101752017B (en) | Modularization construction method for nuclear power station nuclear island | |
| CN101736925B (en) | Modular construction method for nuclear island of nuclear power station | |
| CN105544990B (en) | The line setting and template construction method of arc accommodation rail |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C53 | Correction of patent of invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zhou Zhongqiang Inventor after: Zhang Fuqiang Inventor after: Wan Jiafu Inventor after: Song Yuanliang Inventor after: Ge Fang Inventor after: Huang Yong Inventor before: Zhang Fuqiang Inventor before: Zhang Qingrong Inventor before: Zhang Guorong |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: ZHANG FUQIANG ZHANG QINGRONG ZHANG GUORONG TO: ZHOU ZHONGQIANG ZHANG FUQIANG WAN JIAFU SONG YUANLIANG GE FANG HUANG YONG |
|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |