CN108487505A - A kind of free assembling structure of shaped steel confined concrete wallboard - Google Patents
A kind of free assembling structure of shaped steel confined concrete wallboard Download PDFInfo
- Publication number
- CN108487505A CN108487505A CN201810440938.3A CN201810440938A CN108487505A CN 108487505 A CN108487505 A CN 108487505A CN 201810440938 A CN201810440938 A CN 201810440938A CN 108487505 A CN108487505 A CN 108487505A
- Authority
- CN
- China
- Prior art keywords
- shaped steel
- connector
- assembling structure
- segment
- horizontal direction
- 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 64
- 239000010959 steel Substances 0.000 title claims abstract description 64
- 239000004567 concrete Substances 0.000 title claims abstract description 44
- 230000005489 elastic deformation Effects 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 16
- 238000000034 method Methods 0.000 abstract description 9
- 238000004519 manufacturing process Methods 0.000 abstract description 8
- 239000011150 reinforced concrete Substances 0.000 abstract description 3
- 239000011178 precast concrete Substances 0.000 description 22
- 238000010586 diagram Methods 0.000 description 11
- 238000003466 welding Methods 0.000 description 4
- 238000005266 casting Methods 0.000 description 3
- 230000032258 transport Effects 0.000 description 3
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000001427 coherent effect Effects 0.000 description 1
- 238000009833 condensation Methods 0.000 description 1
- 230000005494 condensation Effects 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- -1 is then conserved Substances 0.000 description 1
- 238000009958 sewing Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
- E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a kind of free assembling structures of shaped steel confined concrete wallboard, belong to shear wall technical field.If the present invention carries out assembled on horizontal direction and vertical direction by dry joint, template erection technique is eliminated, and the continuous concrete operation of reinforced concrete shear wall may be implemented, effectively shortens the construction period；Wall piece is freely assembled to form by several modular connections, is conducive to the standardized production in batch of connector, improves production efficiency；It is relatively reliable compared to conventional concrete wet connection using the lock connection between shaped steel between connector.
Description
Technical field
The present invention relates to shear wall technical fields, more specifically to a kind of freedom of shaped steel confined concrete wallboard
Assembling structure.
Background technology
Reinforced concrete shear wall construction is the most commonly used structure member of current skyscraper, is mainly used for resisting earthquake
Horizontal direction shearing force.Concrete shear force wall commonly uses formwork supporting plate casting concrete or overmolded, the method for creeping formwork in construction, these
Method needs that the construction of latter wall section could be carried out after waiting for concrete to reach certain age, and therefore, the construction time is relatively
It is long.
With the continuous development of building industrialization, precast concrete shear wall piece is in assembled architecture using gradually increasing
It is more.Pre-cast concrete walling piece is prefabricated in factory, transports on-site consolidation, saves the time of site operation so that construction effect
Rate is greatly improved.But there are also problems in force for this pre-cast concrete walling piece.If concrete walls piece is prefabricated big
, transport is relatively difficult, and the requirement to tower crane is also relatively high so that construction economy is deteriorated；If prefabricated concrete walls piece
It is small, then it transports and lifts all relatively flexibly, but the connecting sewing of wall piece is more, reliability reduces and is not easy to construct.
Invention content
1. technical problems to be solved by the inivention
It is an object of the invention to overcome existing shear wall assembling structure above shortcomings, a kind of shaped steel is provided about
The free assembling structure of beam concrete panel.Technical solution using the present invention eliminates template erection technique, and may be implemented
The continuous concrete operation of reinforced concrete shear wall, effectively shortens the construction period；Wall piece is by several modular connections freedom
It is assembled to form, is conducive to the standardized production in batch of connector, improve production efficiency；Connected using the lock between shaped steel between connector
It connects, it is relatively reliable compared to conventional concrete wet connection.
2. technical solution
In order to achieve the above objectives, technical solution provided by the invention is：
The free assembling structure of a kind of shaped steel confined concrete wallboard of the present invention, if carrying out horizontal direction by dry joint
Include shaped steel ontology with connector assembled on vertical direction, described,
At least one side is equipped with two external parts being mutually parallel, and two external parts in the horizontal direction of the shaped steel ontology
End is buckle structure, if the one side setting external part in the horizontal direction of shaped steel ontology forms end connector, if shaped steel sheet
Two sides setting external part in the horizontal direction of body forms "-" type connector or L-type connector, if the horizontal direction of shaped steel ontology
On three faces setting external part i.e. form T connector, if in the horizontal direction of shaped steel ontology four sides setting external part i.e. formed
Cross type joint, the assembly occlusion in this freedom assembling structure horizontal direction is by multiple one or more above-mentioned connectors
External part is mutually clamped；
Vertical segment is provided in the short transverse of the shaped steel ontology of the connector, the end of segment is that buckle is tied
Structure, the assembly occlusion on this freedom assembling structure vertical direction is mutual by the segment of multiple one or more above-mentioned connectors
It is clamped, is installed with a vertical batten plate above the lower layer segment of lower square joint on the side wall of the upper layer segment of connector,
It when upper layer segment with lower layer segment when being clamped, forces batten plate to strut outward and elastic deformation occurs, when upper-lower segment is clamped
After the completion, batten plate is replied, and tenon section/mortise that batten plate is equipped with is saved with the upper layer segment of upper square joint or the lower layer of lower square joint
Mortise/tenon section engaging in section.
Further, the shaped steel ontology is square steel.
Further, two external parts on each face of the shaped steel ontology is different in size.
Further, the "-" type connector, T connector, cross type joint two opposite faces on external part
Setting be centrosymmetric.
Further, the end setting buckle mortise one of longer external part, the end setting card of shorter external part
Coak section one.
Further, the bottom end of the upper layer segment is equipped with buckle tenon section two, and the top of the lower layer segment is set
There is buckle mortise two.
Further, the batten plate is weldingly fixed on the side wall of lower layer segment, and the inside of batten plate is equipped with tenon section
Three, the side wall of the upper layer segment is equipped with and three matched mortise three of tenon section.
Further, the front of the tenon section is in voussoir shape, in order to which tenon section is inserted into mortise.
3. advantageous effect
Using technical solution provided by the invention, compared with existing known technology, there is following remarkable result：
(1) the free assembling structure of a kind of shaped steel confined concrete wallboard of the invention, wall piece by several modular connections from
By being assembled to form, is conducive to the standardized production in batch of connector, improves production efficiency, and can composite assembly using different connectors
Go out various forms of wall pieces, enriches the diversity of wall piece assembling.
(2) the free assembling structure of a kind of shaped steel confined concrete wallboard of the invention, using between shaped steel between connector
Lock connection, it is relatively reliable compared to conventional concrete wet connection.
(3) the free assembling structure of a kind of shaped steel confined concrete wallboard of the invention, upper layer segment with lower layer segment
It when clamping, forces batten plate to strut outward and elastic deformation occurs, after the completion of upper-lower segment clamping, batten plate is replied, and batten plate
Tenon section/the mortise being equipped with engages with mortise/tenon section on the upper layer segment of upper square joint or the lower layer segment of lower square joint, sews
The setting of plate ensures the verticality and stability of wall connecting up and down.
(4) front of the free assembling structure of a kind of shaped steel confined concrete wallboard of the invention, tenon section is in voussoir shape,
It is swimmingly inserted into mortise convenient for tenon section.
Description of the drawings
Fig. 1 is a kind of schematic diagram of the free assembling structure of shaped steel confined concrete wallboard of the present embodiment；
Fig. 2 is the structural schematic diagram of the "-" type connector of the present invention；
Fig. 3 is the structural schematic diagram of the T connector of the present invention；
Fig. 4 is the structural schematic diagram of the cross type joint of the present invention；
Fig. 5 is the structural schematic diagram of the end connector of the present invention；
Fig. 6 is schematic diagram of the external part of two connectors of present invention during clamping；
Fig. 7 is that batten plate is welded on the structural schematic diagram on lower layer segment；
Fig. 8 is the structural schematic diagram of upper layer segment；
Fig. 9 be upper layer segment with the schematic diagram under lower layer segment clamped condition.
Label declaration in schematic diagram：
1, shaped steel ontology；2, mortise one is buckled；3, buckle tenon section one；4, lower layer segment；4-1, buckle mortise two；5, upper layer
Segment；5-1, buckle tenon section two；5-2, mortise three；6, batten plate；6-1, tenon section three；7, weld seam.
Specific implementation mode
To further appreciate that present disclosure, the present invention is described in detail in conjunction with the accompanying drawings and embodiments.
Embodiment
The free assembling structure of a kind of shaped steel confined concrete wallboard of the present embodiment, if carrying out level side by dry joint
To with the assembly on vertical direction, connector includes shaped steel ontology 1, specifically, shaped steel ontology 1 be preferably square steel；
At least one side is equipped with two external parts being mutually parallel, and the end of two external parts in the horizontal direction of shaped steel ontology 1
It is buckle structure, if the one side setting external part in the horizontal direction of shaped steel ontology 1 forms end connector, if as shown in figure 5,
Two sides setting external part in the horizontal direction of shaped steel ontology 1 forms "-" type connector (as shown in Figure 2) or L-type connector (figure
In be not shown), "-" type connector be arranged external part two sides it is opposite, and L-type connector setting external part two sides it is perpendicular, if
Three faces setting external part in the horizontal direction of shaped steel ontology 1 forms T connector (as shown in Figure 3), if the water of shaped steel ontology 1
Square upward four sides setting external part forms cross type joint (as shown in Figure 4), and Fig. 2~illustrated in fig. 5 is vertical view
State diagram.Assembly occlusion in this freedom assembling structure horizontal direction is by the stretching of multiple one or more above-mentioned connectors
The external part for two connectors for being mutually clamped, and being connected is held mutually to be squeezed during buckle structure clamping and elasticity occurs
Deformation, and replied after the completion of the clamping of the buckle structure of external part.Specifically, two stretchings on each face of shaped steel ontology 1
End it is different in size, wherein "-" type connector, T connector, cross type joint two opposite faces on the setting of external part be in
Central symmetry, the length of external part and position are centrosymmetric, then can realize modularized production and the splicing of connector.It is longer
The end setting buckle mortise 1 of external part, the end setting buckle tenon section 1 of shorter external part.When two connectors connect,
As shown in fig. 6, the longer external part of a connector and the shorter external part of another connector coordinate, and during clamping, external part
It is mutually pressed against outside and elastic deformation occurs, after buckle tenon section 1 is caught in buckle mortise 1, external part restores.It is this
Engage the reliability that the installation form replied again not only increases connection after elastic deformation occurs, occlusion is extremely secured, also significantly
The convenience for improving connection no longer needs to fasten wedging position.
As Fig. 1 has selected T connector, "-" type connector and end connector to construct T shape walls.It should be noted that
Cross type joint, T connector and L-type connector functionally play the role of " transit node ", and "-" type connector is more
Play the role of " connection is extended ", end connector is then arranged in the end of wall, plays a part of " end socket ".Pass through above-mentioned various terminal
Assembled connection, various forms of wall pieces, such as "-" type wall, L-type wall, " mouth " type wall can be gone out with composite assembly completely
Body, " work " type wall etc..
Vertical segment is provided in the short transverse of the shaped steel ontology 1 of connector, the end of segment is buckle structure, this is certainly
By the assembly occlusion on assembling structure vertical direction be mutually be clamped by the segment of multiple one or more above-mentioned connectors and
At a vertical batten plate 6 being installed with above the lower layer segment 4 of lower square joint on the side wall of the upper layer segment 5 of connector, when upper
Layer segment 5 forces batten plate 6 to strut outward and elastic deformation occurs, when upper-lower segment has been clamped when with lower layer's 4 clamping of segment
Tenon section/the mortise and the upper layer segment 5 of upper square joint or the lower layer of lower square joint that Cheng Hou, the reply of batten plate 6, and batten plate 6 are equipped with
Mortise/tenon section engaging on segment 4, as shown in Figure 9.Specifically, as shown in figure 8, the bottom end of upper layer segment 5 is equipped with buckle tenon section
Two 5-1, as shown in fig. 7, the top of lower layer segment 4 is equipped with two 4-1 of buckle mortise.Batten plate 6 is weldingly fixed on the side of lower layer segment 4
On wall, the weld seam 7 between lower layer segment 4 and batten plate 6 is located at the top of lower layer segment 4, the bottom of batten plate 6.The inside of batten plate 6 is set
There is three 6-1 of tenon section, the side wall of upper layer segment 5 is equipped with to be matched and corresponding three 5-2 of mortise in position with three 6-1 of tenon section.This reality
The setting for applying the batten plate 6 of example ensures the verticality and stability of wall segment up and down.
In the present embodiment, the front of the tenon section of all buckle structures is arranged to voussoir shape, in order to which tenon section is swimmingly inserted
Enter in mortise.
The present embodiment in order to better understand makees furtherly the work progress of the present embodiment in conjunction with Fig. 2~Fig. 9
It is bright.
The work progress of concrete shear force wall for cast in situs construction is：
The first step selects suitable joint categories, is combined to scene by hanging device handling.Horizontal direction is assembled
When, first carrying out the fixation of first connector at the scene will be generally fixed to ensure the vertical of connector using bearing diagonal.
Then second connector is lifted so that second connector is slightly above first connector.It lifts operation loop wheel machine and carries out level
The opposite joint in direction, after so that second connector is engaged with the mortise tenon section of first connector, operation loop wheel machine falls second slowly to be connect
Head so that two connectors are locked completely by buckle structure.And so on, different types of connector level assembly is finished, shape
At the shaped steel cavity wall for meeting design.
Second step, the casting concrete into shaped steel cavity wall, concrete reach the height being pre-designed, and cannot flood completely
Do not have shaped steel height, needs the space for reserving welding batten plate.At this point, forming the continuous shaped steel confined concrete of first layer horizontal direction
Wall.
Third walks, and batten plate is welded on the inside of the shape steel plate for the continuous wall of first layer horizontal direction that construction is completed, and welds
Position designed in advance it is good.After the completion of batten plate welding, start the connector for lifting the second layer.First connector is first lifted to the second layer
Highly, artificial opposite joint so that the mortise of lower layer segment and the tenon section of upper layer segment, the mortise of the tenon section and upper layer segment of batten plate,
Occlusion locking between each other.Then second segment is lifted to the second layer height, is completed between each other according to above-mentioned method
Connection.And so on, complete the continuous shaped steel cavity wall of second layer horizontal direction.Coagulation is completed according still further to the method for second step
Soil pours.
So in cycles, the construction of entire concrete shear force wall is completed.This knockdown shaped steel confined concrete wall
Plate is not necessarily to template in the construction process, and the condensation without waiting for concrete is hardened, and speed of application is fast, and the company of concrete may be implemented
It is continuous to pour, the construction period is largely shortened, social benefit is notable.
Work progress for prefabricated assembled concrete shear wall is：
The first step selects suitable joint categories, and filling in the shaped steel cavity of modular connection is poured coagulation in factory
Solidifying soil, is then conserved, and pre-cast concrete walling sheet articles are formed.
Pre-cast concrete walling sheet articles are transported to construction site and are assembled by second step.When assembly, first carry out at the scene
The fixation of first precast concrete connector will generally be carried out to ensure the vertical of precast concrete connector using bearing diagonal
It is fixed.Then lift second precast concrete connector so that second precast concrete connector be slightly above first it is prefabricated
The height of concrete joint.It lifts operation loop wheel machine and carries out artificial opposite joint, make second precast concrete connector and first
After the mortise tenon section of precast concrete connector mutually coincide and fastens, second precast concrete in whereabouts connects operation loop wheel machine slowly
Head so that two precast concrete connectors are by buckling locking completely.And so on, different types of segment is installed one by one
Finish, forms the precast concrete wall of continuous horizontal direction.
Third walks, and chooses several precast concrete connectors, welds batten plate in its steel plate inner wall, the position of welding is set in advance
It counts so that the tenon section and the mortise of upper layer segment of batten plate fit like a glove.After the completion of batten plate welding, start to lift the pre- of the second layer
Concrete joint processed.First precast concrete connector is first lifted to the second layer height, artificial opposite joint so that lower layer's concrete
The tenon section of the mortise and upper layer precast concrete connector of native connector, the mortise of the tenon section and upper layer precast concrete connector of batten plate,
Occlusion locking between each other.Then second precast concrete connector is lifted to the second layer height, is completed according to above-mentioned method
Mutual connection.And so on, complete the continuous precast concrete wall of second layer horizontal direction.
4th step checks precast concrete wall, by the residual cavity position casting concrete in wall so that upper and lower wall
Body forms coherent entirety.
So in cycles, the construction of entire precast concrete shear wall is completed.This knockdown prefabricated shaped steel constraint
Concrete panel is easy to connect in the construction process, and connection is reliable up and down, can be combined into various forms of shear walls, than
Relatively it is suitble to standardization plant produced, production efficiency is high, remarkable in economical benefits.
Schematically the present invention and embodiments thereof are described above, description is not limiting, institute in attached drawing
What is shown is also one of embodiments of the present invention, and actual structure is not limited to this.So if the common skill of this field
Art personnel are enlightened by it, without departing from the spirit of the invention, without creatively designing and the technical solution
Similar frame mode and embodiment, are within the scope of protection of the invention.
Claims (8)
1. a kind of free assembling structure of shaped steel confined concrete wallboard, if carrying out horizontal direction and vertical direction by dry joint
On it is assembled, it is characterised in that：The connector includes shaped steel ontology (1),
At least one side is equipped with two external parts being mutually parallel, and two external parts in the horizontal direction of the shaped steel ontology (1)
End is buckle structure, if the one side setting external part in the horizontal direction of shaped steel ontology (1) forms end connector, if shaped steel
Two sides setting external part in the horizontal direction of ontology (1) forms "-" type connector or L-type connector, if shaped steel ontology (1)
Three faces setting external part in horizontal direction forms T connector, if the four sides setting in the horizontal direction of shaped steel ontology (1) is stretched
Outlet forms cross type joint, assembly in this freedom assembling structure horizontal direction be engaged be by it is multiple it is one or more on
The external part for the connector stated mutually is clamped；
Vertical segment is provided in the short transverse of the shaped steel ontology (1) of the connector, the end of segment is buckle structure,
Assembly occlusion on this freedom assembling structure vertical direction is mutually to be blocked by the segment of multiple one or more above-mentioned connectors
It connects, is installed with one above the lower layer segment (4) of lower square joint on the side wall of the upper layer segment (5) of connector and vertical sews
Plate (6) forces batten plate (6) to strut and occur elastic deformation outward when upper layer segment (5) with lower layer segment (4) when being clamped,
After the completion of upper-lower segment clamping, batten plate (6) is replied, and tenon section/mortise for being equipped with of batten plate (6) and the upper layer of upper square joint are saved
Mortise/tenon section engaging on the lower layer segment (4) of section (5) or lower square joint.
2. a kind of free assembling structure of shaped steel confined concrete wallboard according to claim 1, it is characterised in that：It is described
Shaped steel ontology (1) be square steel.
3. a kind of free assembling structure of shaped steel confined concrete wallboard according to claim 1, it is characterised in that：It is described
Shaped steel ontology (1) each face on two external parts it is different in size.
4. a kind of free assembling structure of shaped steel confined concrete wallboard according to claim 3, it is characterised in that：It is described
"-" type connector, T connector, cross type joint two opposite faces on the setting of external part be centrosymmetric.
5. a kind of free assembling structure of shaped steel confined concrete wallboard according to claim 4, it is characterised in that：It is longer
External part end setting buckle mortise one (2), shorter external part end setting buckle tenon section one (3).
6. a kind of free assembling structure of shaped steel confined concrete wallboard according to claim 5, it is characterised in that：It is described
The bottom end of upper layer segment (5) be equipped with buckle tenon section two (5-1), the top of the lower layer segment (4) is equipped with buckle mortise two
(4-1)。
7. a kind of free assembling structure of shaped steel confined concrete wallboard according to claim 6, it is characterised in that：It is described
Batten plate (6) be weldingly fixed on the side wall of lower layer segment (4), and the inside of batten plate (6) be equipped with tenon section three (6-1), it is described
The side wall of upper layer segment (5) is equipped with and the matched mortise three (5-2) of tenon section three (6-1).
8. a kind of free assembling structure of shaped steel confined concrete wallboard according to claim 1~7 any one, special
Sign is：The front of the tenon section is in voussoir shape, in order to which tenon section is inserted into mortise.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810440938.3A CN108487505B (en) | 2018-05-10 | 2018-05-10 | Free assembly structure of section steel confined concrete wallboard |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810440938.3A CN108487505B (en) | 2018-05-10 | 2018-05-10 | Free assembly structure of section steel confined concrete wallboard |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108487505A true CN108487505A (en) | 2018-09-04 |
| CN108487505B CN108487505B (en) | 2023-12-29 |
Family
ID=63353162
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810440938.3A Active CN108487505B (en) | 2018-05-10 | 2018-05-10 | Free assembly structure of section steel confined concrete wallboard |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108487505B (en) |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07139054A (en) * | 1993-11-18 | 1995-05-30 | Taisei Corp | Joining method for precast concrete wall plate |
| CN201236396Y (en) * | 2008-07-10 | 2009-05-13 | 陈亚光 | Tenon wall mould |
| CN103821256A (en) * | 2014-01-26 | 2014-05-28 | 浙江杭萧钢构股份有限公司 | Steel pipe bundle and steel plate concrete combined shear wall structure system |
| CN104532985A (en) * | 2014-12-16 | 2015-04-22 | 河南众鼎智拓环保科技有限公司 | Shear wall cast with tenon-and-mortise precast concrete blocks replacing formworks |
| CN105625438A (en) * | 2016-01-14 | 2016-06-01 | 中国建筑股份有限公司 | Steel plate and concrete diaphragm wall and construction method thereof |
| CN105804278A (en) * | 2016-06-02 | 2016-07-27 | 初明进 | T-beam and high-performance concrete combined member |
| CN105888054A (en) * | 2016-06-08 | 2016-08-24 | 王作斌 | Steel-concrete structure system building |
| CN106121087A (en) * | 2016-07-12 | 2016-11-16 | 常华北 | A kind of steel building and wall construction method, beam column steel beam column |
| CN107268636A (en) * | 2017-07-18 | 2017-10-20 | 江苏景源万河环境科技有限公司 | The diaphragm wall foundation ditch that the steel cylinder or steel sheet pile of a kind of seal groove and occlusion structure are constituted is with going along with sb. to guard him and construction method |
| CN208219920U (en) * | 2018-05-10 | 2018-12-11 | 常州工程职业技术学院 | A kind of free assembling structure of fashioned iron confined concrete wallboard |
-
2018
- 2018-05-10 CN CN201810440938.3A patent/CN108487505B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07139054A (en) * | 1993-11-18 | 1995-05-30 | Taisei Corp | Joining method for precast concrete wall plate |
| CN201236396Y (en) * | 2008-07-10 | 2009-05-13 | 陈亚光 | Tenon wall mould |
| CN103821256A (en) * | 2014-01-26 | 2014-05-28 | 浙江杭萧钢构股份有限公司 | Steel pipe bundle and steel plate concrete combined shear wall structure system |
| CN104532985A (en) * | 2014-12-16 | 2015-04-22 | 河南众鼎智拓环保科技有限公司 | Shear wall cast with tenon-and-mortise precast concrete blocks replacing formworks |
| CN105625438A (en) * | 2016-01-14 | 2016-06-01 | 中国建筑股份有限公司 | Steel plate and concrete diaphragm wall and construction method thereof |
| CN105804278A (en) * | 2016-06-02 | 2016-07-27 | 初明进 | T-beam and high-performance concrete combined member |
| CN105888054A (en) * | 2016-06-08 | 2016-08-24 | 王作斌 | Steel-concrete structure system building |
| CN106121087A (en) * | 2016-07-12 | 2016-11-16 | 常华北 | A kind of steel building and wall construction method, beam column steel beam column |
| CN107268636A (en) * | 2017-07-18 | 2017-10-20 | 江苏景源万河环境科技有限公司 | The diaphragm wall foundation ditch that the steel cylinder or steel sheet pile of a kind of seal groove and occlusion structure are constituted is with going along with sb. to guard him and construction method |
| CN208219920U (en) * | 2018-05-10 | 2018-12-11 | 常州工程职业技术学院 | A kind of free assembling structure of fashioned iron confined concrete wallboard |
Non-Patent Citations (2)
| Title |
|---|
| 周海兵,黄纲: "外倾式劲性钢筋混凝土超高层建筑施工技术", 建筑技术, no. 08 * |
| 范优铭;沈程;高路恒;: "广州某超高层建筑预制钢筋混凝土带肋抗拔桩施工技术", 施工技术, no. 15 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108487505B (en) | 2023-12-29 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104912190B (en) | Dry type joggle frame structure | |
| CN204435542U (en) | Integration bean column node formwork structure | |
| CN108678220B (en) | Concrete shear wall with integrally installed reinforcing steel bar templates | |
| CN208486404U (en) | A kind of concrete shear force wall of steel bar template integrative installation technology | |
| CN108316466A (en) | A kind of prefabricated window member that floats, assembled float window joint structure and its construction method | |
| CN208219920U (en) | A kind of free assembling structure of fashioned iron confined concrete wallboard | |
| CN206956979U (en) | A kind of Linear shear wall with fore-set | |
| CN207003673U (en) | A kind of connecting node of beam and wallboard | |
| CN211228866U (en) | Assembled concrete frame-shear wall structure | |
| CN210619969U (en) | Prefabricated staircase hoist and mount subassembly | |
| CN209760597U (en) | Precast concrete shear connector and self-supporting precast member thereof | |
| CN108487505A (en) | A kind of free assembling structure of shaped steel confined concrete wallboard | |
| CN214498380U (en) | Sinking tank hanging mould reinforcing and positioning device | |
| CN203640257U (en) | Support of overhanging type scaffold | |
| CN207176910U (en) | A kind of foundation-free node | |
| CN213978605U (en) | Assembled pier stud connection structure | |
| CN210738091U (en) | Novel reinforcing system for aluminum template | |
| CN206916935U (en) | Assembled grange framework | |
| CN208088491U (en) | A kind of prefabricated window member that floats, assembled float window joint structure | |
| CN209293011U (en) | A kind of Prefabricated composite box diaphram wall | |
| CN207847078U (en) | Core Walls Structure shear wall converts boom device without wall without creeping formwork seat in the plane at beam | |
| CN207032474U (en) | A kind of assembly concrete frame structure beam column rigid connection node | |
| CN207244838U (en) | Bean column node connects system and assembled wallboard | |
| CN206707004U (en) | Assembled architecture dry type bean column node | |
| CN206408789U (en) | A kind of inclined hole grouting shear wall of T-shaped |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |